Volkert & Associates, Inc. Route 609 Bridge Replacement over Appomattox River · 2013-10-04 · G....

Volkert & Associates, Inc. Route 609 Bridge Replacement over Appomattox River B&N Project No. 50425 April 1, 2013

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TABLE OF CONTENTS Section Page No.

EXECUTIVE SUMMARY ........................................................................................................................ iv

EXECUTIVE SUMMARY ........................................................................................................................ iv

I. INTRODUCTION .......................................................................................................................... 1

II. SITE DESCRIPTION AND PROPOSED CONSTRUCTION .................................................. 1

III. GEOLOGIC SETTING ................................................................................................................. 2

IV. SCOPE OF THE FIELD EXPLORATION ................................................................................ 3

V. SUBSURFACE CONDITIONS .................................................................................................... 4

A. Stratification ............................................................................................................................. 4 B. Groundwater Conditions .......................................................................................................... 6 C. Laboratory Testing ................................................................................................................... 7

VI. GEOTECHNICAL RECOMMENDATIONS ............................................................................. 7

A. Existing Fill .............................................................................................................................. 7 B. Drilled Shafts Recommendations ............................................................................................. 8 C. Wingwall Design .................................................................................................................... 14 D. Abutments and Wingwalls Backfill ....................................................................................... 15 E. Approach Slab ........................................................................................................................ 16 F. Scour Analysis ....................................................................................................................... 16 G. Site Classification for Seismic Design ................................................................................... 17

VII. CONSTRUCTION RECOMMENDATIONS ........................................................................... 17

A. Site Preparation ...................................................................................................................... 17 B. Drilled Shaft Installation & Monitoring ................................................................................. 18 C. Foundation Construction ........................................................................................................ 19 D. Compacted Fill ....................................................................................................................... 20 E. Surface and Groundwater Control ......................................................................................... 22 F. Construction Inspection ......................................................................................................... 22

VIII. ADDITIONAL SERVICES RECOMMENDED ....................................................................... 22

IX. LIMITATIONS ............................................................................................................................ 23


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APPENDICES APPENDIX A - FIGURES & TABLES Figure 1: Site Location Map Figure 2: Topographic Map Figures 3A & 3B: Boring Location Plan Figure 4: Soil Survey Map APPENDIX B - FIELD OPERATIONS Visual Classification Procedure Test Boring Logs (21)

APPENDIX C - LABORATORY TESTING Key to Symbols and Classifications Summary of Laboratory Testing Soil Classification Test Data

APPENDIX D - CALCUALTIONS

Non-Linear Bending Stiffness Lateral Pile Analysis APPENDIX E - PICTURES

Core Pictures


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EXECUTIVE SUMMARY

This report contains the results of our subsurface exploration and foundation design recommendations for the proposed replacement of the VA Route 609 bridge over Appomattox River located across the Amelia County and Powhatan County line, in Virginia. We understand that the project will consist of the replacement of the existing 5-span Route 609 bridge and replaced with a three-span, 40-ft wide, and 330-ft long prestressed concrete girders and deck bridge supported on two piers and one abutment on each side of the bridge. The project will also include the realignment of Route 609 from the existing bridge and roadway alignment to the proposed bridge alignment just to the west, from Station 12+20 to Station 36+57. Guardrail will be installed adjacent to the bridge approaches due to the high fills. Approximately 14 feet of cut and approximately 24 feet of fill with be required for site grading This executive summary is presented for convenience only. While the executive summary is an integral part of the report, it should not be used in lieu of reading the entire report, including the appendices. A total of twenty one (21) soil test borings were drilled in the area of the proposed project to explore the subsurface conditions. Soil test borings B-1 through B-8 were drilled within the proposed location of the substructures; and soil test borings R-1 through R-13 were drilled along the proposed pavement realignment section. The soil test borings were drilled to depth ranging from 11.5 feet to 35.0 feet below the ground surface (bgs). The soil test borings generally encountered FILL soils, alluvium and residual soils overlying weathered rock and bedrock. Please note that soil test borings R-1 through R-13 are presented in this report for informational purposed only. Subsurface conditions indicate that the abutments and piers may be designed using a deep foundation system consisting of drilled shafts. Axial capacity analyses performed on the substructure soil test borings indicate that a 54-inch diameter drilled shafts socketed 7 feet into the competent rock will provide adequate factored resistance against axial and lateral loadings. The installation of the shafts for the abutments and the piers will likely encounter groundwater and a temporary dewatering system such as diversion and pumping will be required to control the groundwater or water intrusion from Appomattox River. Therefore, the contractor should be prepared to handle both surface water runoff and groundwater during construction. Construction grading should be set to limit runoff potential into open excavations. Water collected should be discharged downstream of the construction site. We recommend that B&N be engaged to review the final design plans and specifications to determine whether any changes in the project affect the validity of our recommendations, and whether our recommendations have been properly implemented. Observations during construction should be provided to verify that the soil conditions exposed in the excavations are in general accordance with our design assumptions, and to check that work is being performed in general accordance with plans and specifications. Details of the subsurface exploration, lab testing, and design recommendations are provided in the appendices.


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I. INTRODUCTION

Presented in this report are the results of our subsurface exploration and foundation analyses for the proposed

replacement of the Route 609 bridge over Appomattox River, across the Amelia County and Powhatan County

line in Virginia. Our geotechnical engineering study included reviewing publicly available geologic references,

conducting a site reconnaissance, locating and drilling twenty one (21) soil test borings, classifying the soil

samples obtained, and conducting soil laboratory tests on the selected samples. Please note that this report

provides the results of our analyses and recommendations for the bridge substructures and that a “Soils Survey

and Pavement Design Report” for the project was issued on October 1, 2012. The data obtained have been

evaluated, and engineering analyses were conducted to develop our recommendations for this report. Our

geotechnical report includes the following:

Our evaluation of subsurface conditions based on available data Subgrade preparation recommendations Foundation support recommendations for bridge supertructures Recommended lateral earth pressure for use in design of abutment walls, and wingwalls Seismic site classification Surface water and groundwater considerations Recommended construction phase testing and inspections

Services with respect to environmental matters, wetlands studies, cost or quality analysis, plans, specifications,

and construction services are not included in the scope of this report.

II. SITE DESCRIPTION AND PROPOSED CONSTRUCTION

The Route 609 Bridge over Appomattox River is located at the Amelia/Powhatan County line along Royalton

Road in Amelia County and Giles Bridge Road in Powhatan County, Virginia. The bridge is currently a 2-lane

bridge that carries traffic over the Appomattox River and is currently a 5-span steel girder and concrete decking

bridge supported by four reinforced concrete piers and reinforced concrete abutment on each side of the river.

Based on the plans that were provided to us, we understand that the piers and the abutments are bearing on a

shallow foundation system founded on bedrock. The bridge was originally built in 1952 and is currently 338.7

feet long and 22 feet wide. Based on recent inspections of the existing bridge, the structure was deemed to be

structurally deficient. The replacement bridge will be located west of the existing bridge and will consist of a

three-span, 40-ft wide, and 330-ft long prestressed concrete girders and deck supported on two piers and one

abutment on each side of the bridge. The project will also include the realignment of Route 609 from the


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existing bridge to the proposed bridge, from Station 12+20 to Station 36+57. Guardrail will be installed adjacent

to the bridge approaches due to the high fills.

Based on the topography of the site and the information that was provided to us, we anticipate that approximately

14 feet of cut and approximately 24 feet of fill with be required for site grading. The site is laid out as shown in

Figures 1, 2, 3A, and 3B located in Appendix A.

III. GEOLOGIC SETTING

The project lies within the Eastern Piedmont Physiographic Province. The Piedmont is a rolling upland surface

underlain by complexly folded and faulted crystalline rocks. These metamorphic rocks date to the Early

Cambrian and/or Late Proterozoic periods. The rock units are generally fine to course grained, lustrous,

greenish-gray to gray, reddish-weathering, quartz rich schist, and lesser mica schist, phyllite, and gneiss. Natural

soils derived from the weathering of the underlying bedrock are predominantly silty and sandy and may contain

weathered rock and quartz fragments.

A transitional zone between the soil and the bedrock, referred to as weathered rock, is generally present, with the

degree of weathering decreasing with depth. Weathered rock is a term used to describe material that consistently

exhibits standard penetration resistances of 60 or more blows per foot (bpf) of penetration, is residual, and

generally exhibits a rocklike or saprolitic structure. The transition from weathered rock to bedrock is not always

sharply defined, and the surface of the bedrock may vary over short distances. The general soil profile consists

of clays in the near surface underlain by silts, fine sands, decomposed rock, and intact rock. It should be noted

that, in some cases, intact rock more resistant to weathering, such as quartzite, can be encountered in the

decomposed rock zone, well above the intact rock zone.

Based on the “Digital Representation of the 1993 Geologic Map of Virginia", 2003, CD ROM (ISO-9660) that is

available from “https://www.dmme.virginia.gov/commerce/” which can be viewed with Google Earth, the site is

underlain by Porphyroblastic garnet-biotite gneiss which consist of heterogeneous layers that is dominantly

garnetiferous biotite gneiss and porphyroblastic gneiss, with subordinate interlayered amphibolite and amphibole

gneiss, pelitic-composition gneiss, calcsilicate gneiss, biotite hornblende-quartz-plagioclase gneiss, and

garnetiferous leucogneiss.


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The National Cooperative Soil Survey of Amelia County and Powhatan County, Virginia, from the website

http://websoilsurvey.nrcs.usda.gov/, indicated that the subject site is underlain primarily by the Toccoa Fine

Sandy Loam (19A), with 0 to 2 percent slopes, frequently flooded and Toccoa Silt Loam (22). A copy of the soil

survey from the National Cooperative Soil Survey for the site is shown in Figure 4 in Appendix A.

IV. SCOPE OF THE FIELD EXPLORATION

Conclusions and designs contained in this report are based on the results of twenty one (21) soil test borings

drilled across the site, evaluation of soil samples obtained from these borings, and the results of our laboratory

testing. Both the field exploration and laboratory testing were conducted by Burgess & Niple, Inc.

The test borings were utilized to provide both visual identification and engineering properties of soil underlying

the site. Drilling was accomplished with CME 45 track-mounted drill rig utilizing 3-1/4 inch inside-diameter

hollow-stem augers. Representative soil samples were obtained by means of the split-barrel sampling procedure

according to ASTM D-1586-08 method. In the split-barrel sampling procedure, a 2-inch outside-diameter split-

barrel sampler is driven into the soil a distance of 18 or 24 inches by means of a 140-pound hammer falling

freely a distance of 30 inches. After an initial seating interval of 6 inches, the number of blows required to drive

the sampler through a 12-inch interval is termed the standard penetration test (SPT) resistance or N-value.

Where hard driving is encountered, sampling has been terminated at 50 blows for 6 inches or less penetration.

The SPT value can be used to provide an indication of the in-place relative density of cohesionless soils or the

consistency of cohesive soils. Soil samples obtained by conducting this test were used in the field to visually

classify the soil types. Prior to drilling soil test borings R-1, R-2, R-3, R-11, R-12, and R-13, the pavement at

each location was cored using a 6-inch diamond-tipped core barrel, using water as a cooling fluid.

Core drilling procedures were initiated in soil test borings B-1 through B-8 when auger and spoon refusal was

encountered, to determine the character and continuity of the refusal materials. Prior to coring, casing is set in

the drilled hole through the overburden soils, to keep the hole from caving. The refusal materials are then cored

in general accordance with ASTM D 2113 using a diamond-studded bit fastened to the end of a hollow double

tube core barrel. The core barrel is rotated at high speeds, and the cuttings are brought to the surface by

circulating water. Core samples of the material penetrated are protected and retained in the swivel-mounted

inner tube. Upon completion of each drill run, the core barrel is brought to the surface, the core recovered is

measured, and the samples are removed from the core barrel and placed in core boxes.


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The subsurface conditions encountered at the boring locations are shown on the test boring logs in Appendix B.

These test boring logs represent our interpretation of the subsurface conditions based on visual examination of

field samples by a geotechnical engineer and on laboratory tests of the field samples. The lines designating the

interfaces between various strata on the test boring logs represent the approximate interface locations. However,

the actual transitions between strata may be gradual. Water levels shown on the test boring logs represent the

conditions only at the time of our exploration, unless otherwise stated. The approximate locations of the borings

are shown on the Boring Location Plan (Figures 3A and 3B) in Appendix A.

V. SUBSURFACE CONDITIONS

Stratification

The generalized subsurface stratification was extrapolated from the results of the twenty one (21) soil test

borings. The reader is referred to the Test Boring Logs for the detailed subsurface conditions encountered for

each of the borings drilled. The various soil strata encountered at the site were in general compliance with the

geological formation and history of the region. The major soil types encountered at the site consisted of FILL,

alluvial and residual clays, silts, and sands, transitioning to weathered rock and bedrock. The fines in the soil

samples generally exhibited low to high plasticity characteristics.

The presented stratification of the different layers is based on our visual observations, laboratory analysis, and

geologic origin. In general, the soils encountered in the area of the proposed substructures can be designated and

summarized into the fives strata presented below.

Stratum A: Stratum A generally consisted of FILL that was sampled as very loose to dense brown, tan, gray, and black SILTY SAND with varying amounts of gravel, root matter, and mica. Concrete was encountered at 3.5 feet bgs in soil test boring B-2. Stratum A was encountered beneath a 3- to 6-inch layer of topsoil to depth s ranging from 3 to 4 feet bgs in soil test borings B-2, R-8, and R-9. SPT resistances generally ranged from 4 to 46 bpf. No selection, placement, or compaction records were available for review at the time of preparation of this report. Therefore, the FILL is considered to have been placed in an uncontrolled manner and deleterious and/or obstructions may be encountered during construction. Natural moisture content tests performed on one sample from this stratum indicate that the moisture content was 7.5 percent.


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Stratum B: Stratum B consisted of alluvium which was sampled as soft to firm brown, tan, gray, and red, SILT (ML) with varying amounts of sand, gravel and mica; soft to stiff yellow, brown, gray lean CLAY (CL) with varying amounts of sand and mica; stiff gray SANDY SILTY CLAY (CL-ML); very loose to medium dense gray, brown, olive, tan, and red, SILTY SAND (SM) with varying amounts of gravel, root matter, wood fragments, and mica; dense gray and brown POORLY GRADED SAND (SP-SM) with silt and gravel; medium dense brown POORLY GRADED GRAVEL (GP-GM) with sand and silt; and very loose to medium dense gray and brown CLAYEY SAND (SC) with varying amounts of root matter. Stratum B was encountered beneath Stratum A in soil test borings B-2 and R-8; beneath a 2- to 6-inch layer of topsoil in soil test borings B-1, B-3, B-4, B-7, B-8, R-5, R-6, and R-7; and at the surface in soil test borings B-5, B-6. Stratum B was not encountered in soil test borings R-1, R-2, R-3, R-4, R-9, R-10, R-11, R-12, and R-13. Where encountered, Stratum B ranged in thickness from 8 to 18 feet. SPT resistances in Stratum B generally ranged from 1 to 25 bpf. Laboratory classification tests were performed on five selected field samples from this stratum. The classification tests indicated that the percent fines ranged from 16.6 to 78.5 percent, the liquid limits (LL) ranged from 19 to 37 to non-determinable (NV), and the plasticity indices (PI) ranged from 7 to 19 to non-plastic (NP). Natural moisture contents from this stratum ranged from 5.7 to 35.6 percent. Stratum C: Stratum C consisted of residual soils which were sampled as loose to dense brown, white, tan, olive, yellow orange, gray, and black SILTY SAND (SM) with varying amounts of rock/quartz fragments and mica; stiff to very stiff yellow, brown, white, red, black, and gray SANDY SILT (ML) with varying amounts of rock/quartz fragments and mica; and stiff to very hard red, brown, and black ELASTIC SILT WITH SAND (MH), trace rock fragments. Stratum C was encountered beneath a 3- to 4-inch layer of topsoil in soil test borings R-4 and R-10; beneath a layer of pavement ranging in thickness from 12 to 18 inches in soil test borings R-1, R-2, R-3, R-11, R-12, and R-13; beneath Stratum A in soil test boring R-9; and beneath Stratum B in soil test borings B-1, R-5, and R-6. Stratum C was not encountered in the remaining soil test borings. Stratum C was 1 and 5 feet thick in soil test borings B-1and R-6, respectively, and extended to their termination depths in soil test borings R-1, R-2, R-3, R-4, R-5, R-9, R-10, R-11, R-12, and R-13. SPT resistances in Stratum C generally ranged from 4 to 50 bpf. Stratum D Stratum D generally consisted of HIGHLY WEATHERED ROCK that was sampled as very dense brown and gray SILTY SAND WITH GRAVEL. Stratum D was encountered beneath Stratum B in soil test borings B-2 and was 4 feet in thickness. Highly weathered rock is defined for engineering purposes as residual material that retains the relict structure of the parent bedrock and exhibits SPT resistances consistently in excess of 60 bpf. Refusal is defined as 50 blows for 1 inch or less penetration. It should be noted that weathering that reduces intact rock to weathered rock does not necessarily occur uniformly in any direction. As a result, intact rock can be encountered and should be anticipated in the weathered rock zone. As a general rule, drilling equipment similar to that used for this exploration can advance augers further into material than can be excavated with reasonable effort by track-mounted backhoe.


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Stratum E Top of BEDROCK was identified as the depth immediately below split spoon refusal and auger refusal. Stratum E was encountered beneath Stratum B in soil test borings B-3 through B-8, beneath Stratum C in soil test boring B-1, and Stratum D in soil test boring B-2, to depths ranging from 14 to 18 feet. Rock core samples were obtained from soil test borings B-1 through B-8 and were sampled as highly weathered to unweathered, soft to very hard, white, gray, pink, and black GNEISS, intensely fractured to moderately fractured at low to high angles. Please note that sand seams were encountered from 14.7 to 15.2 feet and from 17.0 to 18.5 feet in soil test boring B-1. The bedrock was cored in 2- to 5-foot intervals, with 38 percent to 100 percent of the cored rock recovered in each interval. The Rock Quality Designation (RQD) is defined as the length of the core recovered in pieces 4 inches long or longer divided by the length of the core run, and gives an indication of the quality of the rock. RQD values ranged from 33 to 96 percent for the bedrock samples obtained. Pictures of each run is shown in Appendix E of this report.

It should be noted that the stratigraphy inferred from the boring logs is approximate. Actual changes between

material types (strata) may occur abruptly, more gradually, or at slightly different elevations than those depicted.

Soil areas and groundwater conditions between borings may vary from conditions observed at each boring

location. Furthermore, the borings depict the conditions only during the time of their excavation. Some

conditions, particularly groundwater levels, will fluctuate seasonally. In addition, soil profiles in developed areas

are rarely undisturbed.

Groundwater Conditions

Water levels were measured in our soil test borings at the time of drilling, and as indicated after a stabilization

period as noted in Appendix B on the soil test boring records. Groundwater was encountered at the time of

drilling at depths ranging from 6.2 to 13.0 feet bgs in soil test borings B-1, B-2, B-4, B-5, B-6, B-7, B-8, R-6,

and R-8. After a stabilization period, groundwater was encountered at depths ranging from 1.0 to 7.5 feet bgs in

soil test borings B-1, B-2, B-5, B-7, B-8, and R-8, and was observed to be dry in soil test borings B-4 and B-6.

Please note that water level readings were not obtained after the stabilization period for the soil test borings R-1,

R-2, R-3, R-5, R-6, R-7, R-9, R-10, R-11, R-12, and R-13.

Fluctuations in groundwater levels may occur seasonally and vary depending on factors such as precipitation,

surface run-off, evaporation, construction activity, and other site-specific factors. Since such variations are

anticipated, design drawings and specifications should accommodate such possibilities, and construction

planning should be based on the assumption that variations can occur. Local perched groundwater conditions

could develop at locations where clays and silts are present.


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Laboratory Testing

The laboratory tests were conducted in general accordance with ASTM standards. The laboratory tests consisted

of the following:

Classification Tests, including:

- Water Content (ASTM D 2216) - 50 Tests - Atterberg Limits (ASTM D 4318) - 22 Tests - Sieve Analysis (ASTM D 422) - 22 Tests - Hydrometer Analysis (ASTM D 422) - 6 Tests - Standard Proctor (VTM-1) - 10 Tests

- CBR (VTM-8) - 10 Tests

Details of laboratory test results completed by Burgess & Niple, Inc., are presented in Appendix C.

VI. GEOTECHNICAL RECOMMENDATIONS

The recommendations provided in this report are based on the previously discussed project information, on the

most recent site plan provided, our observations at the site, interpretation of the field data obtained during the

subsurface exploration performed between June 6 and June 22, 2012, results of laboratory testing, our experience

with similar subsurface conditions, and engineering analysis. If the proposed construction scheme should vary

from that previously described, then B&N should be contacted and provided with the opportunity to review these

recommendations. The proposed bridge replacement project appears feasible subject to the recommendations

contained herein.

Existing Fill

FILL soils from Stratum A were encountered in soil test borings B-2, R-8, and R-9 borings to depth s ranging

from 3 to 4 feet bgs. The FILL was sampled as very loose to dense brown, tan, gray, and black SILTY SAND

with varying amounts of gravel, root matter, and mica. Concrete was encountered at 3.5 feet bgs in soil test

boring B-2. Documentation of the fill placement were not available for our review at the time this report was

written; therefore, the fill is considered to have been placed in an uncontrolled manner and deleterious and/or

obstructions may be encountered during construction. We recommend that the areas that will serve as pavement

subgrades be thoroughly examined for evidence of fill. Areas where FILL is encountered at the structureand

pavement subgrade elevation, the FILL/POSSIBLE FILL should be undercut a minimum of 24 inches and the


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area backfilled with structural fill as recommended in the Compacted Fill section of this report. If the FILL of

Stratum A is encountered in cut areas, the FILL should be tested for suitability prior to be used as compacted fill.

Drilled Shafts Recommendations

Based on the latest load information that was provided to us, drilled shafts can be considered as a foundation

support option for the proposed abutments and piers subject to the recommendation provided herein. Drilled

shaft should be designed in accordance with Section 10.8 – Drilled Shaft of the AASHTO LRFD Bridge

Design Specification, 5th Edition, 2010, 2010 Interim Specification, and VDOT Modifications. The LRFD

Specifications Section C10.8.3.5 indicates that the factored resistance of drilled shafts shall be taken as the

sum of the factored shaft tip resistance and the factored shaft side resistance. However, the axial capacity was

analyzed by using only the factored tip resistance. The lateral load capacity, nominal shaft tip resistance, and

the nominal side shaft resistance were calculated in accordance with FHWA’s “Geotechnical Engineering

Circular 10 – Drilled Shafts Construction Procedures and LRFD Design Methods, 2010”. Please note that

the 100-year scour elevations at the abutments were accounted for in our analyses.

Prior to concrete placement, we recommend that the geotechnical engineer or his representative be on-site during

drilling operations to observe and document the drilled shaft bearing conditions. In addition, the bottom of the

shaft excavation should be free of all loose soil and other materials prior to concrete placement. The contractor

should provide all necessary equipment for ingress and egress to the shaft as well as for compliance with

Virginia Occupational Safety and Health Administration regulations.

Based on our soil test borings, we anticipate that temporary casing will be required when drilling through the

alluvium material to allow for inspection of the rock socket and to produce a temporary seal at the alluvium/rock

interface in order to minimize infiltration of groundwater into the rock socket. The nominal casing diameter

should be at least 6 inches larger than the rock socket diameter in order to permit seating of the casing and

insertion of the rock drilling equipment. The casing may be left in place, or extracted as the concrete is poured,

however, a sufficient head of concrete should be maintained during withdrawal to seal out groundwater and soil

intrusion.

Concrete may be placed using a direct fall method provided that the concrete is not allowed to strike the rebar

cage which can result in segregation of the concrete and concrete with inferior strength. If wet conditions are

encountered, we recommend that concrete is placed by tremie method. We recommend that the geotechnical


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engineer or his representative be on-site during drilling operations to observe and document the drilled shaft

bearing conditions.

We recommend that a load test be conducted on a test shaft that is constructed in a manner such that its

dimensions and materials are similar to those planned for production shafts. The load test should be conducted

in accordance with the latest version of ASTM D 1143. We further recommend that the Quick Load Test

Method be used.

Abutments Foundation

We understand that the proposed shafts for the abutments will have a center to center spacing of 12 feet. The

axial capacity analysis was performed using a 54-inch diameter shaft with a 48-inch diameter and 7-foot long

rock socket and a generalized soil profile obtained from soil test borings B-1, B-2, B-7, and B-8. A resistance

factor of 0.5 for tip resistance was used in our calculations for axial capacity. Based on our analysis, the

factored resistance was determined to be 3,000 kips.

We have also analyzed the lateral resistance of each column using a nonlinear bending stiffness model,

generalized soil conditions encountered in soil test borings B-1, B-2, B-7, and B-8. The analyses were

modeled using a 54-inch diameter shaft, with nineteen (19) #11 reinforcing bars equally distributed around

the perimeter of the shaft with a 6-inch concrete cover and updated service and strength limit states loading

conditions that was provided to us in an email by Mr. Brian Graham of Volkert, dated February 5, 2013. The

recommended soil layers applicable to the columns as well as the recommended lateral design values for the

each soil layer were input in the computer program L-Pile (v.6.0) for the analyses. The soil parameters used

in our analyses are summarized in Table 1 below. The results of the analyses are attached in Appendix E.

The maximum bending moment and top deflection obtained from each analysis are summarized in Tables 3

and 4. The deflection, bending moment, and shear graphs for each analysis are also attached.


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Table 1: Soil Parameters used in Lateral Capacity Analyses

Soil Description

Soil p-y Criteria

Effective Unit Weight

(pcf)

Angle of Friction

(deg)k

(pci)

Unconfined Compressive

Strength qu (psi)

Sand Sand (Reese) 62.6 32 60 --

Rock Vuggy Limestone 77.6 -- -- 3,000

Table 2: Summary of Lateral Capacity Analyses – Service State - Abutments

Load Case

Top of Drilled Shaft

Elevation (ft)

Calculated Top of Shaft

Deflection (in)

Maximum Bending Moment (lb-in)

1 220.00 0.52 10,711,912

Table 3: Summary of Lateral Capacity Analyses – Strength State - Abutments

Load Case


Elevation (ft)


Deflection (in)


1 220.00 0.71 11,135,240

Based on the information that was provided to us, the center to center spacing between adjacent shafts is 2.7

times the diameter of the shaft which is less than 4 times the diameter of the shaft, therefore the interaction

effects between adjacent shafts should be evaluated. However, according to section 14.4.3 of FHWA GEC

010, group effects are not usually significant for shafts bearing on rock since the settlement of shafts bearing

on rock are usually small. Furthermore, since the center to center spacing of the drilled shafts is less than 6.0

diameters, the sequence of construction should be specified in the contract documents.


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Pier Foundations

The axial capacity analysis was performed using a 54-inch diameter shaft with a 48-inch diameter and 7-foot

long rock socket and generalized soil profiles obtained from soil test borings B-3, B-4, B-5, and B-6. A

resistance factor of 0.5 for tip resistance was used in our calculations for axial capacity. Based on our

analysis, the factored resistance was determined to be 3,463 kips.

We have also analyzed the lateral resistance of each column using a nonlinear bending stiffness model,

generalized soil conditions encountered in soil test borings B-3, B-4, B-5, and B-6. The analyses were

modeled using a 54-inch diameter shaft, with sixteen (16) #11 reinforcing bars equally distributed around the

perimeter of the shaft with a 6-inch concrete cover and updated service and strength limit states loading

conditions that was provided to us in an email by Mr. Brian Graham of Volkert, dated February 11, 2013.

The recommended soil layers applicable to the columns as well as the recommended lateral design values for

the each soil layer were input in the computer program L-Pile (v.6.0) for the analyses. The soil parameters

used in our analyses are summarized in Table 4 below. The results of the analyses are attached in Appendix

E. The maximum bending moment and top deflection obtained from each analysis are summarized in Tables

5, 6, 7, 8, 9, 10, 11, and 12 below. The deflection, bending moment, and shear graphs for each analysis are

also attached.

Table 4: Soil Parameters used in Lateral Capacity Analyses

Soil Description

Soil p-y Criteria

Effective Unit Weight

(pcf)

Angle of Friction

(deg)k

(pci)

Unconfined Compressive

Strength qu (psi)

Sand Sand (Reese) 62.6 32 60 --

Rock Vuggy Limestone 77.6 -- -- 3,000


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Table 5: Summary of Lateral Capacity Analyses – Service State - Columns #1 & #3 – Pier #1

Load Case


Elevation (ft)


Deflection (in)


1 207.00 0.24 13,494,899

2 207.00 0.19 12,933,305

3 207.00 0.49 17,820,083

4 207.00 0.44 17,977,287

5 207.00 0.13 10,312,046

Table 6: Summary of Lateral Capacity Analyses – Service State - Column #2 – Pier #1

Load Case


Elevation (ft)


Deflection (in)


1 207.00 0.15 12,508,273

2 207.00 0.16 13,544,808

3 207.00 0.17 13,450,330

4 207.00 0.31 16,875,183

5 207.00 0.13 11,880,916

Table 7: Summary of Lateral Capacity Analyses – Service State - Columns #1 & #3 – Pier #2

Load Case


Elevation (ft)


Deflection (in)


1 208.00 0.52 15,104,673

2 208.00 0.41 14,424,360

3 208.00 0.96 19,360,515

4 208.00 0.87 19,537,588

5 208.00 0.32 11,464,429


Page 13

Table 8: Summary of Lateral Capacity Analyses – Service State - Column #2 – Pier #2

Load Case


Elevation (ft)


Deflection (in)


1 207.00 0.31 13,853,155

2 207.00 0.34 14,816,052

3 207.00 0.36 14,977,563

4 207.00 0.61 18,129,957

5 207.00 0.28 13,010,600

Table 9: Summary of Lateral Capacity Analyses – Strength State - Columns #1 & #3 – Pier #1

Load Case


Elevation (ft)


Deflection (in)


1 207.00 0.07 7,164,651

2 207.00 0.19 14,691,817

3 207.00 0.56 20,897,639

4 207.00 0.48 21,199,240

Table 10: Summary of Lateral Capacity Analyses – Strength State - Column #2 – Pier #1

Load Case


Elevation (ft)


Deflection (in)


1 207.00 0.06 6,812,155

2 207.00 0.19 16,087,942

3 207.00 0.13 12,855,938

4 207.00 0.30 19,160,051


Page 14

Table 11: Summary of Lateral Capacity Analyses – Strength State - Columns #1 & #3 – Pier #2

Load Case


Elevation (ft)


Deflection (in)


1 207.00 0.13 8,826,027

2 207.00 0.40 16,317,272

3 207.00 1.09 22,596,007

4 207.00 0.96 22,934,234

Table 12: Summary of Lateral Capacity Analyses – Strength State - Column #2 – Pier #2

Load Case


Elevation (ft)


Deflection (in)


1 207.00 0.13 8,366,399

2 207.00 0.37 17,363,747

3 207.00 0.27 14,320,453

4 207.00 0.58 20,228,958

Based on the information that was provided to us, the center to center spacing between adjacent shafts is 3.8

times the diameter of the shaft which is less than 4 times the diameter of the shaft, therefore the interaction

effects between adjacent shafts should be evaluated. However, according to section 14.4.3 of FHWA GEC

010, group effects are not usually significant for shafts bearing on rock since the settlement of shafts bearing

on rock are usually small. Furthermore, since the center to center spacing of the drilled shafts is less than 6.0

diameters, the sequence of construction should be specified in the contract documents.

Wingwall Design

The proposed wingwalls must be designed to withstand lateral soil pressure. Where wall corners are fixed and

rotation is not desired or permitted, they should be designed to withstand an at-rest earth pressure condition. A

coefficient of at-rest earth pressure (Ko = horizontal stress/vertical stress) of 0.5 is recommended for wingwalls

designed to resist at-rest earth pressures that assume no lateral movement. Where wingwalls will be designed as


Page 15

unrestrained retaining walls, which mean that these walls are free to rotate at the top in an active state of earth

pressure, earth loads should be calculated using an active earth pressure coefficient (Ka) of 0.33 and a passive

pressure coefficient (Kp) of 3.0. The earth pressure coefficients were calculated using the Rankine Theory,

which assumes a level backfill surface and frictionless wall. Assuming adequate drainage, we recommend using

the soil properties summarized in Table 13 below.

Table 13: Summary of Soil Parameters for Earth Pressure Analyses

Soil Parameters for Wingwall Analyses

Design Parameter Value

Unit weight (γ) (psf) 115

Saturated unit weight (γsat) (psf) 125

Angle of Internal friction (f) (deg) 30

The wingwalls should be adequately drained and should be backfilled as noted in the “Abutment & Wingwall

Backfill” section below. In addition, a drainage system should be designed behind the abutments to intercept

groundwater if the existing drainage is not adequate. In order to prevent water intrusion behind the abutment, the

approach slab should be connected directly to the abutment. We recommend that silt and lean or highly plastic

clay not be used for backfill unless suitable design procedures are followed and construction control measures

are incorporated in the construction documents to account for their presence. Due to the potential problem with

scouring, we recommend that the slopes in front of, and sloping down to, the wingwalls be constructed with

riprap.

Abutments and Wingwalls Backfill

The abutments and wingwalls should be backfilled with select backfill consisting of VDOT 21A, 21B, or

select material Type I with a minimum CBR value of 30 and should be compacted in accordance with

Sections 303 and 305 of the VDOT Road and Bridge Specifications, Latest Edition. The zone of select

backfill should be constructed in accordance with Section 17.3 of the Volume V - Part 2 – Design Aids of the

VDOT Structure and Bridge Manuals.


Page 16

Approach Slab

We recommend that an approach slab be constructed as part of the project since traffic and seasonal

movements of the abutments may cause the fill behind the abutment to shift and to self compact, thus causing

settlement of the pavement directly adjacent to the abutment. By providing a reinforced concrete approach

slab tied to the bridge deck, the expansion joint can be moved away from the end of the bridge. It also

prevents undermining of the abutments due to drainage at the bridge ends.

The approach slab should be designed to rest on the abutment at one end and on a sleeper slab at the other and

should be cast on a 6-inch layer of compacted VDOT 21-aggregate covered with an impermeable membrane

at least 6 mil in thickness to minimize the friction under the approach slab when the abutment moves. Prior to

placing the stone, the slab subgrades should be free of standing water or mud. The sleeper slab should be

placed outside the area where the soil is expected to be affected by the movement of the abutment. We

further recommend that a contraction joint be placed at the interface between the approach slab and the

abutment in order to provide a controlled crack location rather than allowing a random crack pattern to

develop.

Scour Analysis

A scour analysis of the underlying soils at the proposed site has been evaluated by VDOT and a copy of the

scour plot was provided to us. The anticipated design scour elevations and the check scour elevations for the

abutments and the pier were extrapolated from the scour plot and are summarized in Table 14 below.

Table 14: Scour Depth Summary

Location Anticipated Design Scour Elevation (ft)

Abutment A 189.74

Pier 1 198.48

Pier 2 199.50

Abutment B 187.73

Based on the scour analysis, we recommend that scour countermeasures be undertaken at the abutments and


Page 17

the pier to mitigate the potential for scour. The abutments and piers should be armored with a layer of VDOT

Standard Dry Riprap Class II for scour protection. The riprap layer should be at least 36 inches thick and

should extend the whole length and width of the embankment slopes. According to the “VDOT Drainage

Manual, July 2010” a layer of geotextile fabric should be placed over the soil subgrade and a 6-inch stone

cushion layer consisting of VDOT No. 25 or 26 aggregate should be placed between the riprap geotextile

fabric to be placed underneath the riprap. We also recommend the placement of a VDOT Standard EC-3

(Type B) Soil Stabilization Mat be used as a protective slope lining for the fill slopes and to stabilize the slope

on which vegetation is being established. The lining should extend the entire length of the approach slab for

the full height of the embankment.

Site Classification for Seismic Design

Site classification for seismic design was determined in accordance with Section 1613 of the International

Building Code 2012. Based on the subsurface conditions encountered, the site should be classified as Site Class

C.

VII. CONSTRUCTION RECOMMENDATIONS

Site Preparation

Prior to abutment and pier construction and earth fill placement, all trees and shrubs should be removed within

the construction limits. Topsoil, vegetation, debris, and surface soils containing organic material should be

removed from the construction area and either wasted from the site or used as topsoil in areas to be landscaped.

Any voids created due to stump removal should be carefully backfilled with compacted fill in areas where

planned subgrades are at or near existing ground surface. We estimate up to 12 inches of stripping may be

required for site clearing. Stripping depths may be greater in the low-lying swales, where wet, soft near surface

soils may be encountered. Stripping operations should extend at least 10 feet outside the structure footprint

where fill will be placed. During stripping and rough grading, positive surface drainage should be maintained to

prevent the accumulation of water. If the exposed subgrade becomes excessively wet or frozen, or if conditions

are encountered different from those described previously in this report, the geotechnical engineer should be

notified.


Page 18

We recommend that the proposed subgrade within the structure areas be proofrolled to detect unsuitable soil

conditions. Proofrolling should be performed with a heavily loaded dump truck or with similar approved

construction equipment under the observation of a geotechnical engineer. Proofrolling should be done after a

suitable period of dry weather to avoid degrading an otherwise acceptable subgrade.

The exposed subgrades and proofrolling operations should be observed and documented by the geotechnical

engineer. If unsuitable conditions are encountered at the subgrade level, recommendations for dealing with the

conditions should be provided to the owner's representative by the geotechnical engineer. Any soft or loose soils

encountered during the site preparation, as determined by the geotechnical engineer, should be either improved

in place or undercut and replaced with compacted fill as detailed in this report. If organic, highly plastic, or

excessively wet soils are encountered during site preparation, they should be excavated and replaced with

compacted fill.

Proper sedimentation and erosion controls should be implemented according to the approved grading plans prior

to commencement of site work. Grading should be planned to limit ponding of water and soil disturbance.

Drilled Shaft Installation & Monitoring

Close observation and monitoring by a drilled shaft inspector working under close supervision with the

geotechnical engineer and who is familiar with the subsurface conditions at the site and has considerable

experience with foundation installation procedures should be necessary during construction in order to

confirm that the foundations are installed satisfactorily to meet the design intent and criteria. The drilled shaft

inspector is responsible for observing all work performed during the various stages of drilled shaft

installation, from initial set-up to completion of concrete placement, including removal of any temporary

casing. During shaft installation, the drill shaft inspector should:

Confirm that the shafts are within the tolerances for location and verticality.

Measure and record the shaft dimensions, including elevations of top and bottom of casing.

Record the shaft tip elevation. If required, confirm that the shaft slurry or drilling fluid has been properly cleaned of cuttings prior to concreting.

Confirm that soil and ground-water intrusion is properly controlled.


Page 19

Monitor concreting of the shaft for any unexpected loss of concrete into voids. The drilled shaft inspector should also log and record the soil and weathered rock/rock strata encountered by the drilling process to confirm that the shafts have penetrated the anticipated load bearing materials. Reinforcing steel placed in the shafts should be checked by the geotechnical engineer prior to installation into the shaft for compliance with plans and specifications.

Since drilled shafts are typically highly loaded, and are frequently non-redundant elements used for structural

support, these elements require a high degree of workmanship. Therefore, we recommend that an experienced

drilled shaft contractor be hired in order to assure reliable performance. Minimum drilled shaft contractor

qualifications should be required by the contract documents based on prior contractor experience.

Particular attention is required during concrete placement in order to confirm that a structurally sound and

continuous shaft has been constructed. A representative number of concrete test cylinders should be formed

for each day of installation, with a minimum of one set of four test cylinders per shaft for subsequent

laboratory compressive strength testing. If direct inspection of the shaft excavation is not possible when using

the wet method, we recommend that consideration be given to using a system such as the Shaft Inspection

Device (SIC) or Mini-SID developed by the Florida Department of Transportation, or Crosshole Sonic

Logging (CSL) testing.

As with drilled shaft contractors, inspection and documentation of drilled shaft construction is a particularly

important element of any drilled shaft foundation project. Procedures for inspecting drilled shaft

construction will vary by project depending on construction methodology, the contractor's crew's experience,

subsurface conditions, load test results, etc. Therefore, it is important that the drilled shaft inspector be well

experienced in various construction methodologies so that the best inspection procedures for this project can

be developed to ensure the successful installation of the drilled shafts. We recommend that B&N be retained

to assist/review the drilled shaft special provisions.

Foundation Construction

Exposure to the environment may weaken the soils at the footing bearing level if the foundation excavations

remain open for too long a time. Therefore, foundation concrete should be placed the same day that excavations

are dug. If the bearing soils are softened by surface water intrusion or exposure, the softened soils should be

removed from the foundation excavation bottom immediately prior to placement of concrete. Care should be


Page 20

exercised during winter months to prevent freezing of the subgrade soils and backfill prior to or after placement

of concrete. Foundation concrete should not be placed on frozen or saturated subgrades.

The geotechnical engineer should observe the foundation excavations immediately prior to concrete

placement. The foundation bearing areas should be level or suitably benched and be free of loose soil,

ponded water, and debris prior to the observation. The geotechnical engineer should compare the soils

exposed with those encountered in the soil test borings, and then document the results. Any significant

differences should be brought to the attention of the owner's representative along with appropriate

recommendations.

Compacted Fill

Fill materials are expected for bringing areas up to grade or in any undercut areas. A review of the test boring

logs and laboratory test results indicate that the majority of the onsite Stratum B soils should be marginally

suitable to suitable for use as compacted fill with the exception of the elastic SILT that was encountered in soil

test boring R-12. The elastic SILT of Stratum B are not suitable for use as compacted structural fill, but may be

used in landscaped areas. The FILL soils of Stratum A may be used as compacted fill provided that they meet

the requirements provided herein. Based on the Proctor test results and results of the natural moisture content

tests, the natural moisture contents were generally wet of the optimum moisture contents within 20 percent.

However, the natural moisture content obtained from the bulk sample from soil test boring R-13 was wet of the

optimum moisture content by more than 30 percent. Soils from cut areas that are determined to have a natural

moisture content above the optimum moisture content by more than 30 percent should be dried prior to be used

as compacted fill. Furthermore, these soils should not be placed on a previous compacted layer for drying since

the moisture from wet soil may migrate downward into that layer.

Before filling operations begin, representative samples of each proposed fill material, including onsite material,

should be collected. The samples should be tested and approved by the geotechnical engineer to determine the

maximum dry density (VTM-1), optimum moisture content (VTM-1), natural moisture content (ASTM D 2216),

gradation (ASTM D422), and plasticity (ASTM D4318) of the soil. These tests are needed for quality control

during compaction and to determine if the fill material is acceptable.

We recommend that areas on which fill are to be placed be scarified prior to fill placement. We recommend that

compacted fill be constructed by spreading acceptable soil in loose layers not more than 8 inches thick. Each


Page 21

layer should be continuous leveled and manipulated to ensure uniform density. The soils used within the

proposed embankment foundation areas, around structures, in pavement areas, or for replacement in any

undercut areas should be compacted in thin lifts to at least 95 percent of the standard Proctor maximum dry

density (VTM-1). Areas where fill height exceeds 8 feet should be compacted to at least 97 percent of VTM 1.

The upper 12 inches of fill beneath pavements should be compacted to 100 percent of standard Proctor

maximum dry density. The landscaped areas should be compacted to 90 percent of standard Proctor.

The moisture content of the fill soils should be maintained within twenty percent of the optimum moisture

content as determined from the standard Proctor density tests. Fill placement shall be scheduled to avoid wetter

periods of the year. Suitable compacted fill for pavement and embankment support should be free of deleterious

matter and fibrous organic material, classified SC or better per ASTM D2487, have a liquid limit of less than 40,

and a plasticity index of less than 20. The maximum dry density obtained from the standard Proctor test (VTM-

1) for the proposed fill material should be greater than 105 pcf. In addition, structural fill should not contain

particles greater than 4 inches in diameter.

Placement and compaction of all structural fills should be monitored and tested by a certified soils technician

under the supervision of the geotechnical engineer. Significant deviations, either from specifications or good

practice, should be brought to the attention of the owner's representative, along with appropriate

recommendations. The fill placed should be tested according to ASTM Standards D1556 (sand cone method) or

D6938 (nuclear method) to evaluate the density and moisture content. A minimum of one test per 2000 square

feet of material placed should be performed on each lift. A minimum of one test per 200 feet of material placed

in trenches should be performed on each lift. However, no fewer than two tests per day should be performed on

each lift. Recommended compaction effort should include the use of vibratory smooth drum rollers for granular

soils, sheepsfoot rollers for fine-grained soils, and jumping jacks in small, inaccessible areas. Any areas that do

not meet the compaction specifications should be recompacted to achieve compliance.

The fill should be graded to provide positive surface drainage, and be sealed by a smooth drum roller or tire-

rolled to prevent infiltration or surface runoff into the approved fill layers. If fill placement is interrupted by

inclement weather, the surface of the fill should be retested, and reworked if necessary, prior to placement of

additional material.


Page 22

It should be noted that the appropriate provisions of the VDOT 2007 Road and Bridge Specifications and current

Occupational Safety & Health Administration (OSHA) and VOSHA regulations should be followed. Excavation

deeper than 4 feet into soil should be sloped as required by OSHA, or properly braced and shored.

Surface and Groundwater Control

Based on the groundwater levels noted in the soil test borings, site dewatering will likely be warranted. The

installation of shafts for the piers and abutments will encounter groundwater and a temporary dewatering system

such as diversion and pumping will be required to control the groundwater or water intrusion from Appomattox

River. In addition, the contractor should promptly remove any surface water or groundwater from the

construction site. Construction grading should be set to limit runoff potential into open excavations.

It is necessary to control the surface water and groundwater to enhance the stability of the site. All water

collected should be discharged downstream of the construction site.

Construction Inspection

All construction involving problem soils should be performed under the full-time inspection of the geotechnical

engineer. At the completion of construction, the geotechnical engineer should issue a written opinion as to the

conformance of the work performed prior to the issuance of any occupancy or use permit.

VIII. ADDITIONAL SERVICES RECOMMENDED

Additional soil and foundation engineering, testing, and consulting services recommended for this phase of the

project are summarized below:

Site Preparation and Proofrolling: A geotechnical engineer or VDOT certified soils technician should be

present onsite after clearing and stripping operations to determine the degree of undercutting necessary or

whether further proofrolling is necessary to prepare the subgrade.

Footing Excavation Inspections: A geotechnical engineer or VDOT certified soils technician should inspect

the footing excavations for the structure foundations. That individual should evaluate whether the design bearing

pressures are acceptable, and ensure that no pockets of loose or soft material exist at or beneath the bearing


Page 23

surfaces of the footing excavation. Based on this inspection, the geotechnical engineer will either approve the

bearing surfaces or recommend that loose or soft soils be undercut to expose satisfactory bearing materials.

Fill Placement and Compaction: A geotechnical engineer or VDOT certified soils technician should observe

any required filling operations and should conduct sufficient in-place density tests to evaluate whether the

specified degree of fill compaction has been achieved. This applies to all structural fill, including VDOT No. 21-

A or 21-B pavement subbase or base layer. The geotechnical engineer should observe and approve imported or

borrow materials to be used, and should determine whether the existing moisture contents are suitable.

Concrete and Asphalt Inspections: All concrete and asphalt placement should be monitored and tested by

VDOT certified field personnel. Structural concrete and reinforcing steel should be inspected by a certified

concrete technician for compliance with approved plans and specifications.

IX. LIMITATIONS

This report has been prepared to aid in the evaluation of this site for the proposed construction. It is considered

that adequate recommendations have been provided to serve as a basis for design and preparation of plans and

specifications. Additional recommendations can be provided as needed.

The analyses and recommendations of this report are based on the information made available to us at the time of

the actual writing of the report and on onsite conditions, surface and subsurface, that existed at the time the

exploratory test borings were drilled. Further assumption has been made that the exploratory test borings, in

relation to the depth, are representative of conditions across the site. If subsurface conditions are encountered

that differ significantly from those reported herein, Burgess & Niple should be notified immediately so that the

analysis and recommendations can be reviewed and/or revised as necessary.

We have prepared this report in accordance with generally accepted geotechnical engineering practices, and

make no other warranties, either expressed or implied, as to the professional services performed under this

agreement.

Our foundation and pavement recommendations are subject to confirmation or revision upon review of the final

grades, plans, and specifications covering all details of the proposed construction.

APPENDIX A

FIGURES

FIGURE 1

PROJECT NAME: Route 609 Bridge Replacement Amelia & Powhatan Counties, Virginia PROJECT NO.: 50425 DATE: September 12, 2012

SITE LOCATION MAP

4160 Pleasant Valley Road, Chantilly, VA 20151

Scale: NTS

Source: This image was extracted from the Bing.com website.

SITE LOCATION

FIGURE 2

PROJECT NAME: Route 609 Bridge Replacement Amelia &Powhatan Counties, Virginia PROJECT NO.: 50425 DATE: September 12, 2012

TOPOGRAPHIC MAP

4160 Pleasant Valley Road, Chantilly, VA 20151

Source: This image was extracted from a digitized USGS topographic map known as a Digital Raster Graphic (DRG) provided by the USGS. The map was produced in 1981 by the USGS National Mapping Division. The image was downloaded from http://msrmaps.com. The original map projection is UTM Zone 18 NAD 27, scale 1:24000 and covers 2.4384 meters per image pixel. This image has been re-sized and is not to the original scale.

SITE LOCATION

0 50’ 100’

SCALE

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265265

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270

Proposed BoreholeB-1

Elev=261.34R-1

Elev=253.10R-2

Elev=244.53R-3

Elev=242.47R-4

Elev=228.32R-5

Elev=215.18R-6

Elev=210.40R-7

Elev=212.48B-2

Elev=209.81B-1

10’ offsetElev=210.38B-3

10’ offsetElev=211.73B-4

Elev=208.91B-5

Elev=208.19B-6

Elev=208.05B-7

Elev=208.71B-8

B-3

B-4

Elev=208.95R-8

Sig

nSig

n

Colu

mns (2)

Colu

mns (2)

Sig

n

Sig

n

4’ Woven Wire Fence

4’

Woven

Wire Fence



Wooded

Wooded

Wooded

Wooded

Wooded

Wooded

Wooded

Cultivated Field

Cultivated Field

AsphaltAsphalt

Post

Sig

nSig

ns (2)

Colu

mns (2)

Inv.

Out

= 258.7

8

Inv. In =

259.3

3

In Pl. 15"

CM

P

State Route 609N 06° 04’ 30" EN 12° 04’ 22" E

55

60 65

70

=5

°35’5

9" LT.

PI 56+7

1.56

=5

°595’5

2"

RT.

PI 62

+82.2

8

IP

+82.4

9

374.8

5’

Powhata

n County

Amelia County

(130’ +/-)

(90’ +/-)

(72.41’)

PL

PL

PL

PL

=1°5

9’3

4" LT.

PI 67+0

3.3

6

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W

Edge of

Hig

h

Water

Property Lin

e at

Approxim

ate

Edge of

Hig

h

Water

Property Lin

e at

Approxim

ate

Edge of Hig

h

Water

Property Line at A

pproxim

ate

Edge of Hig

h

Water

Property Line at A

pproxim

ate

Conc.

Conc.

Conc.

Conc.

Wheel Guard & Parapet Wall

Wheel Guard & Parapet Wall

With Conc.

Brid

ge Deck

Conc.

&

Steel

Brid

ge

Appomatto

x River

Appomattox River

260.4258.2 255.7

261.2259.4

72.44’

Flo

w

Flo

w

N 12° 04’ 22" E

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W Exist. R/W

Exist. R/W

V = 60 MPH

V = 60 MPH

E = 6.5 %

E = 6.5 %

PI = 14+36.52

T = 86.52’

L = 172.94’

R = 2,072.00’

13+50.00PC =

PT = 15+22.94

PI = 19+75.55

T = 82.61’

L = 165.13’

R = 2,072.00’

18+92.94PC =

PT = 20+58.07

PO

T 10

+00.0

0

11 12

13

PC 13

+50.0

0

14

15

PT 15

+22.9

4

16

17 18

PC 18

+92.9

4

19 20

PT 20+5

8.0

7

21

22

23

24

25

26

11’

11’

+20

+20

12’

12’

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

V = 60 MPH

E = 6.5 %

PI = 19+75.55

T = 82.61’

L = 165.13’

R = 2,072.00’

18+92.94PC =

PT = 20+58.07

C

C

FC F

F F

1

2 2

PROP. R/W

St’d UD-4 Req’d.




002

Lr = 174’

Lr = 174’ Lr = 174’001

001

001

001

STA. 10+87.00

ROYALTON ROAD ROUTE 609

0609-004-627, RW-201

BEGIN PROJECT

STA. 11+00.00

BEGIN CONSTRUCTION

STA. 12+20.00


0609-004-627, PE-101, C-501

BEGIN PROJECT

STATION 22+38.00


0609-004-627, B-628

BEGIN BRIDGE

STATION 25+78.00

(ROUTE 609)

GILES BRIDGE ROAD

0609-072-579, B-628

END BRIDGE

F

FC

tin

Typewritten Text

tin

Typewritten Text

tin

Typewritten Text

tin

Typewritten Text

tin

Typewritten Text

Route 609 Bridge Replacement over Appomattox River VDOT Project Number: 0609-004-627, B628 B&N Project Number: 50425 Boring Location Plan Figure 3A

tin

Typewritten Text

tin

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0

280

280

280

285285

285

285

285

285

(Limits

Approxim

ate

d)

Hazardous

Waste Site

Possible

50’ Radius

Tires

&

Debris

0 50’ 100’

SCALE

Proposed BoreholeB-1

Elev=208.95R-8

Elev=227.03R-9

Elev=216.04R-10

Elev=255.59R-11

Elev=261.51R-12

Elev=273.47R-13

Gravel

AsphaltState Ro

ute 609

Wooded

Wooded

Wooded

Wooded

Wooded

Wooded

Sig

n

Sig

n

Rem

ains Old Roa

d Bed

Woode

d

Woode

d

Gravel

Inv.

Out

= 279.8

5In

v. In =

281.11

In Pl. 12" C

MP

Asphalt

36" Oak

PI 86+8

8.4

7

N 00° 05’ 20

" E

N 21° 5

9’ 26" W

N 03° 36’ 07" E

75

80

85

=9

°59’2

8" LT.

PI 73

+29.0

2

=2

2°04’4

6" LT.

PI 77+3

4.84

=2

5°35’3

3"

RT.

PI 84+13.9

5

26.96’

Project

Mon +3

8.73

IP +0

1.06

20.83’

64.19’

24" Blazed

Oak +5

5.2

4

15" Blazed

Oak +6

5.17

242.14’

IP

+37.0

1

327.16’

IP

+82.9

4

270.5

1’

By

Woodrow

K.

Cofer,

Date

d July 21, 2

004

50’

Access

&

Utility Easement Per Unrecorded Survey Plat

(L=189.00

’)(R=773.50’)

(25.00’)

(169.1

5’)

(L=293.4

9’)

(R=576.20’) (L=198.20’

)

(72.41’)

(73.52’)

(192.97’)

(45.20’)

L

P

Runs Along C

Old Road

L

(175.3

5’)

(L= 155.5

0’)(R= 848.60

’)

PL

PL

PLSoil Roa

d

N 10° 04’ 48" E

(R=576.2

0’ L=

95.29’)

Asphalt

PV

C Post

PV

C Post

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W

State

Route 60

9", D

ated J

uly 21, 2

004

2. "Plat Sho

wing 2 P

arcels

of Lan

d Lying

on

State

Route 60

9", D

ated A

pril 28, 199

7

1. "Plat Sho

wing 5 P

arcels

of Lan

d Lying

on

By W

oodr

ow K. Cofer, CL

S;

From t

he F

ollowing

Unofficial/

Unrecorded S

urvey Plats

The

Parcels in

Powh

atan C

ounty

were C

ompiled

To Route 13

280.3

280.0

279.6

72.44’

72.92’

N 00° 05’ 20

" E

N 21° 5

9’ 26" W

Exist. R/W

Exist. R/W

Exist.

R/W

Exist. R/W

Exist. R/W

V = 4

5 MPH

V = 55 MPH

E = 8 %

E = 8 %

PI = 32+61.63

T = 246.21’

L = 482.11’

R = 964.00’

30+15.42PC =

PT = 34+97.53

PI =

39+20.6

0

T = 1

44.02’

L = 2

83.42’

R = 6

46.67’

37+76.5

8

PC =

PT =

40+60.0

0

27

28 29

30

PC 30+15.4

2

31

32

33

34

PT 34+9

7.53

35

36

37

PC 37+7

6.58

38

39

40

PT 40+6

0.0

0

12’

12’

11’

11’

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

V = 5

5 MPH

E = 8 %

PI =

32+61.6

3

T = 2

46.21’

L = 4

82.11’

R = 9

64.00’

30+15.42

PC =

PT =

34+97.5

3

FC

F

C

C

3

3

4

PROP. R/WPROP. R/W



St’d U

D-4

Req’d.

St’d U

D-4

Req’d.

STA. 38

+00.0

0

END CONS

TRUCTIO

N

003

002

003

002

003

Lr = 205’

Lr = 2

05’

STATION 25+78.00

(ROUTE 609)

GILES BRIDGE ROAD

0609-072-579, B-628

END BRIDGE

STA. 36

+56.5

8

GILE

S BRI

DGE R

OAD ROUTE

609

0609-072-579, P

E-101, C-501

END PROJ

ECT

STA. 38

+00.0

0

GILE

S BRI

DGE R

OAD ROUTE

609

0609-072-579, R

W-20

1

END PROJ

ECT

C

tin

Typewritten Text

Route 609 Bridge Replacement over Appomattox River VDOT Project Number: 0609-004-627, B628 B&N Project Number: 50425 Boring Location Plan Figure 3B

APPENDIX B

FIELD OPERATIONS

Soil TypeSoil

ComponentDescriptive

Term

Boulder Major(Uppercase SILT

Cobble letters) CLAYSAND

Gravel GRAVEL- Coarse- Fine Secondary

(Adjective) Clayey or SiltySand Sandy or Gravelly- Coarse- Medium (with) Clay or Silt- Fine Sand or Gravel

soils. When a soil sample consists of two or more types, the percentages of the types areestimated by weight and indicated by descriptive terminology.

Particle Size Percentage

VISUAL CLASSIFICATION PROCEDUREKEY TO BORING LOG SOIL CLASSIFICATIONS

Soils Identification

Identification of soil type is made on the basis of an estimate of particle size for predominantlycoarse-grained soils and on the basis of cohesiveness (plasticity) for predominantly fine-grained

12 in.

3 -12 in.

3/4 - 3 in.#4 - 3/4 in.

over 50%

over 12%over 30%

5 - 12%15 - 30%

#10 - #4#40 - #10#200 - #40

Silt / Clay (trace)

Notes: 1)2)

APPENDIX

B N-VALUE CHART.

PENETRATION RESISTANCE (SPR) OR

SOILS CLASSIFICATION AND STANDARD

presence only

Particle size is determined by U.S. Standard Sieve sizes.Atterberg Limit determinations are often used to classifyfine-grained soils (silts and clays).

The Standard Penetration Resistance values (N-values) are used to describe the relative density of

<#200

coarse-grained soils or the consistency of fine-grained soils.

Relative Density or Consistency

RELATIVE DENSITY

Term N-Value N-Value

CONSISTENCY

Term

Very Dense

0 - 45 - 9

10 - 3031 - 50Over 50

Very LooseLooseMedium DenseDense

Very SoftSoftFirm

0 - 12 - 45 - 8

Very StiffHardVery Hard

9 - 1617 - 3031 - 50Over 50

Stiff

19.7

20.3

23.6

25.9

37 19 57.7

16.6

0.0 / 209.81TOPSOIL: 3" TOPS0.25 / 209.56Alluvium: Brown and tan-brown, fine, SILT WITH SAND,firm, moist ML

4.0 / 205.81Alluvium: Tan-brown and yellowish brown, fine tomedium, SANDY LEAN CLAY, stiff, moist CL

6.0 / 203.81Alluvium: Gray, fine, SANDY SILTY CLAY, stiff, moistCL-ML

8.0 / 201.81Alluvium: Gray and brown, fine to medium, SILTY SAND,loose to medium dense, wet SM

13.0 / 196.81Residual: Mottled brown, white, gray, and black, fine tocoarse, SILTY SAND WITH ROCK FRAGMENTS,dense, wet SM14.0 / 195.81Bedrock: Slightly weathered, hard, pink, white, gray, andblack GNEISS, intensely fractured to moderatelyfractured, at low to moderate angles GNS14.7 / 195.11SAND SEAM SM15.2 / 194.61Bedrock: Slightly weathered to unweathered, very hard,white, gray, and black GNEISS, moderately fractured, atlow to moderate angles GNS17.0 / 192.81SAND SEAM SM18.5 / 191.31Bedrock: Slightly weathered, hard, black, white, and grayGNEISS, intensely fractured to moderately fractured, atlow to moderate angles GNS19.0 / 190.81Bedrock: HIghly weathered to unweathered, moderatelyhard to very hard, white, gray, and black GNEISS,intensely fractured to highly fractured, at low to moderateangles GNS24.0 / 185.81

40

85

75

100

100

100

100

100

100

34

73

PAGE 1 OF 2

B-1

B-1

FIELD DESCRIPTION OF STRATA

GROUND WATER

PAGE 1 OF 2OFFSET:Easting: 3436159.8206 ftCOORD. DATUM: VA South

REMARKS: Rig Type: CME 45C.

Copyright 2012, Commonwealth of Virginia

SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%

)FIRST ENCOUNTERED AT 11.2 ft DEPTH

STABILIZED AT 5.0 ft AFTER 19.5 HOURS

DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L

PROJECT #:LOCATION:STRUCTURE:

ELE

VA

TIO

N (

ft)

205

200

195

190

185

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24

26

STATION:NORTHING: 419416.26808 ftSURFACE ELEVATION: 209.81 ft

0609-004-627, B628Amelia County, VAABUTMENT A

Date(s) Drilled: 6/13/12 - 6/14/12Drilling Method(s): 3 1/4" ID HSA - NQ WirelineSPT Method: Automatic HammerOther Test(s):Driller: Jimmy CaveLogger: Chan Tin

3

3

4

6

5

3

2

50/0

3

4

5

7

4

2

6

5

4

6

8

3

2

19

4

6

7

8

2

2

24

2

4

6

8

10

12

14

19

24

Boring terminated at 24'

PAGE 2 OF 2

B-1

B-1


GROUND WATER




SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA




7.5

18.2

18.0

17.7

10.6

7.6

35

25

16

7

50.8

52.2

18.8

0.0 / 212.48TOPSOIL: 6" TOPS0.5 / 211.98Fill: Brown and tan-brown, fine to coarse, SILTY SAND,trace gravel, contain root matter, medium dense to dense,moistConcrete encountered at 3.5 ft FL4.0 / 208.48Alluvium: Gray and brown, fine to medium, SANDYLEAN CLAY, stiff, moist CL6.0 / 206.48Alluvium: Gray, fine, SILTY SAND, medium dense ,moist SM8.0 / 204.48Alluvium: Dark brown, brown, and reddish brown, fine tocoarse, SILTY SAND, trace gravel, medium dense, wetSM10.0 / 202.48Alluvium: Brown, fine to coarse, SILTY SAND, tracegravel, loose, wet SM12.0 / 200.48Alluvium: Brown, fine to coarse, POORLY GRADEDGRAVEL WITH SILT AND SAND, medium dense, wetGP-GM14.0 / 198.48Highly Weathered Rock: Brown and gray, fine to coarse,SILTY SAND WITH GRAVEL, very dense, moist HWR18.0 / 194.48Bedrock: Moderately weathered to slightly weathered,soft to hard, white, brown, black, and gray GNEISS,intensely fractured to highly fractured, at low anglesGNS21.0 / 191.48Bedrock: Slightly weathered, hard, pink, white, gray, andblack GNEISS, highly fractured, at low angles GNS23.0 / 189.48Bedrock: Slightly weathered, hard, white, brown, black,and gray GNEISS, intensely fractured to moderatelyfractured, at low to high angles GNS26.0 / 186.48Bedrock: Highly weathered to slightly weathered,moderately hard to hard, black, gray, and white GNEISS,intensely fractured to highly fractured at low to moderateangles GNS29.0 / 183.48Bedrock: Slightly weathered to unweathered, hard, blackHORNFELS, intensely fractured to moderately fractured,at low to high angles, horizontal joints filled with sand andsilt32.2 / 180.28

97

59

79

100

100

84

84

100

100

100

100

100

100

79

49

50

42

33

53

PAGE 1 OF 2

B-2

B-2


GROUND WATER

PAGE 1 OF 2OFFSET: 5' WestEasting: 3436178.07396 ftCOORD. DATUM: VA South



SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

210

205

200

195

190

185

180

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34




3

5

5

6

5

4

4

30

42

5

20

5

8

3

3

9

34

42

5

26

6

8

5

4

18

40

48

6

5

7

8

3

3

17

32

50

2

4

6

8

10

12

14

16

18

21

23

26

30

35

Bedrock: Slightly weathered to unweathered, hard tovery hard, intensely fractured to highly fractured, at lowto moderate angles GNS35.0 / 177.48Boring terminated at 35'

PAGE 2 OF 2

B-2

B-2


GROUND WATER




SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA




5.7

19.8

21.6

20.2

19

23

NP

NP

26.1

26.3

0.0 / 210.39TOPSOIL: 3" TOPS0.25 / 210.14Alluvium: Brown, fine to medium, SILTY SAND, tracegravel, very loose, moist SM

4.0 / 206.39Alluvium: Gray and brown, fine to medium SANDY SILT,firm, moist ML6.0 / 204.39Alluvium: Brown and olive brown, fine to medium, SILTYSAND, loose, moist to wet SM

10.0 / 200.39Alluvium: Gray, fine, CLAYEY SAND, loose, moist to wetInterbedded with layers of gray and brown, fine SILTYSAND SC

14.0 / 196.39Bedrock: Highly weathered to slightly weathered,moderately hard to hard, white, gray, and black GNEISS,moderately fractured at low to moderate angles GNS

17.0 / 193.39Bedrock: SAME GNS

22.0 / 188.39Bedrock: Slightly weathered to unweathered, very hard,white, gray, and black GNEISS, highly fractured at low tohigh angles GNS24.0 / 186.39Boring terminated at 24'

92

97

100

84

84

100

100

100

100

100

67

67

92

PAGE 1 OF 1

B-3

B-3


GROUND WATER




SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%

)NOT ENCOUNTERED DURING DRILLING

DRY AFTER 18 HRS

DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

210

205

200

195

190

185

180

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24

26

28

30

32

34


0609-004-627, B628Amelia County, VAPIER 1


WOH

3

3

3

3

3

3

50/0

1

2

3

3

4

2

3

2

2

2

4

3

3

3

2

3

4

5

5

2

3

2

4

6

8

10

12

14

17

22

24

17.5

16.0

19.6

16.9

21.2

17.3

23

24

NP

NP

32.0

39.5

29.6

0.0 / 211.73TOPSOIL: 4" TOPS0.33 / 211.4Alluvium: Brown and tan-brown fine to medium, SILTYSAND, contains root matter, loose to medium dense,moist SM

6.0 / 205.73Alluvium: Brown and tan-brown, fine to medium, SILTYSAND, loose to medium dense, moist SM

12.0 / 199.73Alluvium: Brown, fine to medium, SILTY SAND, loose,moist to wet SM

16.5 / 195.23Bedrock: Slightly weathered to unweathered, hard tovery hard, purple, white, black, and gray GNEISS, highlyfractured to moderately fractured, at low to high anglesGNS


26.5 / 185.23Boring terminated at 26.5'

98

98

75

84

100

100

100

100

100

21

1200

90

90

PAGE 1 OF 1

B-4

B-4


GROUND WATER

PAGE 1 OF 1OFFSET: 5'Easting: 3436178.07396 ftCOORD. DATUM: VA South



SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DRY AFTER 15 HRS

DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

210

205

200

195

190

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS




ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24

26

1

5

3

5

3

3

3

1

3 50/0

3

3

3

6

4

2

5

3

6

3

4

5

3

5

3

2

6

4

7

6

5

5

3

8

2

4

6

8

10

12

14

1616.5

21.5

26.5

11.6

10.1

20.6

23.4

28.8

27.8

29 7 46.0

0.0 / 208.91Alluvium: Brown, fine, CLAYEY SAND, contains rootmatter, very loose to loose, moist to wet at 8' SC

10.0 / 198.91Alluvium: Gray and brown, fine to coarse, SILTY SAND,trace gravel, contain wood fragments, very loose, wetSM

15.5 / 193.41Bedrock: Slightly weathered to unweathered, hard tovery hard, white, gray, and black GNEISS, highlyfractured to moderately fractured, at low to moderateangles GNS



97

100

79

79

84

84

88

79

92

100

93

81

PAGE 1 OF 1

B-5

B-5


GROUND WATER

PAGE 1 OF 1OFFSET: 5' NorthEasting: 3436192.35598 ftCOORD. DATUM: VA South



SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

205

200

195

190

185

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24




WOH

3

3

3

1

2

1

1

1

3

3

3

2

1

1

1

1

2

2

3

1

1

1

1

1

2

3

3

2

2

2

50/0

2

4

6

8

10

12

14

15.5

20.5

25.5

13.0

27.3

35.6

27.0

23 NP 30.3

59.2

0.0 / 208.19Alluvium: Brown and tan-brown, fine, SILTY SAND, veryloose, moist SM

6.0 / 202.19Alluvium: Brown and gray, fine to medium, SILTY SAND,very loose, moist to wet SM

10.0 / 198.19Alluvium: Brown and tan-brown, fine to medium, SILTYSAND, with thin layers of gray lean clay, contains woodfragments, moist to wet SM

14.0 / 194.19Alluvium: Gray and brown, fine to medium, SILTYSAND, very loose, wet SM




100

100

63

84

84

84

79

100

79

84

0

85

81

PAGE 1 OF 1

B-6

B-6


GROUND WATER

PAGE 1 OF 1OFFSET: 5' NorthEasting: 3436210.40085 ftCOORD. DATUM: VA South



SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DRY AFTER 14.5 HRS

DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

205

200

195

190

185

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24

26




1

2

2

2

2

1

3

1

50/250/0

2

2

2

1

1

1

2

1

2

1

2

2

1

1

2

1

2

2

1

2

2

3

3

1

2

4

6

8

10

12

14

1616.1716.5

21.5

26.5

26.7

29.2

26.1

28.6

27.3

16.3

33

30

8

9

78.3

78.5

33.1

0.0 / 208.05TOPSOIL: 2" TOPS0.17 / 207.88Alluvium: Brown and gray, fine, LEAN CLAY WITHSAND, soft to firm, moist to wet CL

4.0 / 204.05Alluvium: Brown and gray, fine, SILT WITH SAND, soft,moist to wet ML

6.0 / 202.05Alluvium: Gray, fine, SILTY SAND, very loose, wet SM

8.0 / 200.05Same: Gray and brown SM

12.0 / 196.05Alluvium: Gray, black, and brown, fine to coarse, SILTYSAND WITH GRAVEL, contain root matter, very loose,wet SM14.0 / 194.05Alluvium: Gray and brown, fine to coarse, POORLYGRADED SAND WITH SILT AND GRAVEL, wet SP-SM


21.5 / 186.55Bedrock: Same GNS


100

100

79

75

67

71

84

100

100

94

96

96

PAGE 1 OF 1

B-7

B-7


GROUND WATER


REMARKS: Rig Type: CME 45C. Boring offset 5 feet north for rock coring due to obstruction encountered at 16.5'


SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


STABILIZED AT 1.0 ft

DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

205

200

195

190

185

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24

26


0609-004-627, B628Amelia County, VAABUTMENT B


2

2

WOH

2

1

2

WOH

4

50/0

650/3

3

2

1

1

2

1

WOH

3

1

1

2

2

1

1

4

2

2

1

1

1

4

2

4

6

8

10

12

14

15.25

16

21

26

27.0

25.7

29.4

21.0

NP 15.4

39.5

0.0 / 208.71TOPSOIL: 3" TOPS0.25 / 208.46Alluvium: Reddish brown, fine to medium, SANDY SILT,trace gravel. soft, moist to wet ML

4.0 / 204.71Alluvium: Gray and brown, fine to medium, SILTY SAND,very loose to medium dense, wet SM

14.0 / 194.71Alluvium: Gray and brown, fine to coarse, SILTY SANDWITH GRAVEL, medium dense, wet SM

18.0 / 190.71Bedrock: Highly weathered to slightly weathered,moderately hard to hard, white, black, and gray GNEISS,intensely fractured to highly fractured, at low to moderateangles GNS20.5 / 188.21Bedrock: Slightly weathered to unweathered, hard tovery hard, white, gray, and black GNEISS, intensely tomoderately fractured, at low to high angles GNS


28.0 / 180.71Boring terminated at 26'

93

100

100

75

75

84

84

75

59

84

50

37

83

90

PAGE 1 OF 1

B-8

B-8


GROUND WATER




SP

T_L

OG

B:5

0425

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

2101

1:1

/10

/12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

FIN

ES

CO

NT

EN

T -

#200

(%

)

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

205

200

195

190

185

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24

26

28


0609-004-627, B628Amelia County, VAABUTMENT B


2

1

1

2

1

2

1

7

50/0

1

1

1

1

2

1

3

8

2

2

1

2

1

1

6

16

1

2

1

2

2

1

9

9

2

4

6

8

10

12

14

18

20.5

25.5

28

0.0 / 261.34ASPHALT: 11" ASPH

0.92 / 260.42AGGREGATE BASE: 7" CRA

1.5 / 259.84Residual: Mottled orange, brown, and gray, fine to coarse,SILTY SAND, trace quartz fragments, contains mica, mediumdense, moist SM

2.92 / 258.42Residual: Mottled brown, yellowish brown, white, and black,fine to coarse, SILTY SAND, trace quartz fragments, containsmica, medium dense to dense, moist SM

8.92 / 252.42Residual: Mottled dark yellowish brown and black, fine tomedium, SILTY SAND, trace quartz fragments, contains mica,loose, moist SM


84

100

100

100

100

PAGE 1 OF 1

R-1

R-1


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


NO LONG TERM MEASUREMENTS TAKEN

DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

260

255

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10


0609-004-627, B628Amelia County, VAROADWAY

Date(s) Drilled: 6/21/12 - 6/21/12Drilling Method(s): 2 1/4" ID HSASPT Method: Automatic HammerOther Test(s):Driller: Jimmy CaveLogger: Chan Tin

9

4

11

12

3

6

3

14

22

4

5

7

5

13

4

5

14

5

6

6

0.92

2.92

4.92

6.92

8.92

10.92

0.0 / 253.1ASPHALT: 12" ASPH

1.0 / 252.1AGGREGATE BASE: 3" CRA1.25 / 251.85Residual: Mottled yellowish brown, brown. black, and white,fine to coarse, SILTY SAND, trace rock fragments, containsmica, loose to medium dense, moist SM

7.0 / 246.1Residual: Mottled white, olive, brown, gray, and black, fine tomedium, SILTY SAND, contains mica, medium dense, moistSM


100

100

100

100

100

133

PAGE 1 OF 1

R-2

R-2


GROUND WATER

PAGE 1 OF 1OFFSET: 13' EastEasting: 3436055.72025 ftCOORD. DATUM: VA South



SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

250

245

240

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14




4

2

7

5

6

6

8

15

3

3

9

6

8

7

3

6

5

15

10

4

5

6

14

1

3

5

7

9

11

13.5

15

0.0 / 244.53ASPHALT: 12" ASPH

1.0 / 243.53AGGREGATE BASE: 6" CRA1.5 / 243.03Residual: Mottled, yellowish brown, white, black, and gray, fineto medium, SANDY SILT, trace rock fragments, contain mica,stiff to very stiff, moist ML


84

84

84

100

100

100

PAGE 1 OF 1

R-3

R-3


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

240

235

230

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14




6

3

5

11

7

6

12

9

6

6

6

8

8

5

6

6

9

7

5

11

8

7

7

1

3

5

7

9

11

13.5

15

0.0 / 242.47TOPSOIL: 3" TOPS0.25 / 242.22Residual: Mottled, yellowish brown, brown, and black, fine,SILTY SAND, medium dense, moist SM

6.0 / 236.47Residual: Mottled, black, brown, and gray, fine to medium,SILTY SAND, contains mica, medium dense, moist SM

8.0 / 234.47Residual: White and brown, fine to medium, SILTY SAND,trace quartz fragments, contains mica, medium dense, moistSM

12.0 / 230.47Residual: Mottled, yellowish brown black and white, fine tomedium, SANDY SILT, contains mica, stiff, moist ML


100

100

100

100

100

100

PAGE 1 OF 1

R-4

R-4


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%


DRY AFTER 15 HRS

DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

240

235

230

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14




3

9

3

11

7

6

5

5

5

12

5

12

6

6

10

6

14

5

8

10

12

13

7

2

4

6

8

10

13.5

15

0.0 / 228.32TOPSOIL: 6" TOPS0.5 / 227.82Alluvium: Reddish brown, fine to coarse, SILTY SAND, containmica, loose to medium dense, moist SM

4.0 / 224.32Alluvium: Gray and brown, fine to medium, CLAYEY SAND,medium dense, moist SC

12.0 / 216.32Residual: Mottled, white, gray, yellowish brown, and black, fineto coarse, SILTY SAND, trace rock fragments, contain mica,medium dense, moist SM


84

92

100

100

100

100

PAGE 1 OF 1

R-5

R-5


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

225

220

215

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14




2

4

3

6

6

9

9

19

2

6

5

10

9

4

7

7

13

13

4

9

10

14

16

2

4

6

8

10

13.5

15

0.0 / 215.18TOPSOIL: 4" TOPS0.33 / 214.85Alluvium: Tan-brown, fine to medium, SILTY SAND, tracegravel, loose to medium dense moist SM

5.5 / 209.68Alluvium: Gray and brown, fine to medium, CLAYEY SAND,medium dense, moist SC

8.0 / 207.18Residual: Mottled, brown, dark brown, black, and gray, fine tomedium, SILTY SAND, contain mica, loose, moist SM

13.0 / 202.18Auger and spoon refusal at 13'Boring terminated at 13'

78

100

100

89

PAGE 1 OF 1

R-6

R-6


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

215

210

205

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12




3

4

3

3

50/0

2

4

4

2

4

5

7

2

1

2.5

3.5

5

6

7.5

8.5

10

13

0.0 / 210.4TOPSOIL: 4" TOPS0.33 / 210.07Alluvium: Gray and brown, fine to medium, SILT WITH SAND,contain mica, firm, moist ML

3.0 / 207.4Alluvium: Gray and brown, fine to medium, SANDY LEANCLAY, stiff, moist CL

5.5 / 204.9Alluvium: Gray, fine to medium, SILTY SAND, loose, moist SM

8.0 / 202.4Alluvium: Tan-brown and brown, fine to coarse, SILTY SAND,trace gravel, loose, moist SM

11.5 / 198.9Auger and spoon refusal at 11.5'Boring terminated at 11.5'

83

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R-7

R-7


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

210

205

200

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10




3

5

3

6

50/0

3

5

3

4

3

4

3

5

1

2.5

3.5

5

6

7.5

8.5

10

11.5

0.0 / 208.95TOPSOIL: 3: TOPS0.25 / 208.7Fill: Brown, black, and gray, fine to medium, SILTY SAND,contain mica, very loose, moist SM

3.0 / 205.95Alluvium: Gray and brown, fine to medium, SANDY LEANCLAY, contain mica, soft, moist CL

8.0 / 200.95Alluvium: Gray and brown, fine, SILTY SAND, contain mica,very loose, moist SM

18.5 / 190.45Auger and spoon refusal at 18.5'Boring terminated at 18.5'

100

100

100

100

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R-8

R-8


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

205

200

195

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18




1

1

1

WOH

WOH

50/0

2

2

2

1

2

2

2

2

2

2

1

2.5

3.5

5

6

7.5

8.5

10

13.5

15

18.5

0.0 / 227.03TOPSOIL: 4" TOPS0.33 / 226.7Fill: Brown, fine to medium, SILTY SAND, trace quartzfragments, medium dense, moist FL

3.0 / 224.03Residual: Mottled, yellowish brown, reddish brown, and black,fine to medium, SANDY SILT, contain mica, very stiff, moistML5.0 / 222.03Residual: Mottled, yellowish brown, reddish brown, and black,fine to medium, SILTY SAND, contain mica, loose to mediumdense, moist SM


72

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R-9

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GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

225

220

215

210

205

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20

22

24




3

8

5

3

3

3

6

4

9

7

5

4

4

10

7

9

7

6

4

4

11

1

2.5

3.5

5

6

7.5

8.5

10

13.5

15

18.5

20

23.5

25

0.0 / 261.04TOPSOIL: 4" TOPS0.33 / 260.71Residual: Mottled, yellowish brown, brown, reddish brown, andwhite, fine to coarse, SILTY SAND, trace quartz fragments,contain mica, medium dense to dense, moist SM

8.0 / 253.04Residual: Mottled, white, gray, olive, brown, and pink, fine tomedium, SILTY SAND, trace quartz fragments, contain mica,medium dense to dense, moist SM

17.0 / 244.04Residual: Yellowish brown and reddish brown, fine to coarse,SILTY SAND WITH QUARTZ FRAGMENTS, contain mica,medium dense, moist SM


100

100

100

100

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R-10

R-10


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

260

255

250

245

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14

16

18

20




3

8

10

7

6

8

5

10

25

11

12

13

6

11

25

26

11

13

1

2.5

3.5

5

6

7.5

8.5

10

13.5

15

18.5

20

0.0 / 255.59ASPHALT: 6" ASPH0.5 / 255.09AGGREGATE BASE: 6" CRA1.0 / 254.59Residual: Mottled, gray, yellowish brown, brown, black, andwhite, fine to medium, SILTY SAND, contain mica, mediumdense, moist SM2.5 / 253.09Residual: Mottled, reddish brown, tan-brown, gray, and black,fine to medium, SILTY SAND, contain mica, loose to mediumdense, moist SM

12.0 / 243.59Residual: Mottled, brown, black, gray, and white, fine to coarse,SILTY SAND WITH QUARTZ FRAGMENTS, contain mica,medium dense, moist SM


100

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R-11

R-11


GROUND WATER




SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

255

250

245

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14




16

3

3

3

2

4

9

11

9

5

3

6

4

6

6

4

6

4

4

8

4

6

5

0.5

2.5

4.5

6.5

8.5

10.5

13.5

15

0.0 / 261.51ASPHALT: 6" ASPH0.5 / 261.01AGGREGATE BASE: 6" CRA1.0 / 260.51Residual: Reddish brown and black, fine to coarse, ELASTICSILT WITH SAND, trace rock fragments, stiff to very hard,moist MH

8.5 / 253.01Residual: Mottled, reddish brown, yellowish brown, and black,fine to medium, SILTY SAND, contain mica, loose to mediumdense, moist SM


100

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R-12

R-12


GROUND WATER

PAGE 1 OF 1OFFSET: 16' EastEasting: 3436250.03741 ftCOORD. DATUM: VA South



SP

T_L

OG

:504

25

RO

UT

E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

260

255

250

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10

12

14




11

9

5

19

7

3

4

5

5

16

10

22

11

8

20

14

25

11

10

24

16

24

13

0.5

2.5

4.5

6.5

8.5

10.5

13.5

15

0.0 / 273.47ASPHALT: 6.5" ASPH

0.54 / 272.93AGGREGATE BASE: 5.5" CRA1.0 / 272.47Residual: Reddish brown and tan-brown, fine to medium,SILTY SAND, trace rock fragments, medium dense, moist SM

2.5 / 270.97Residual: Reddish brown, fine to medium, SANDY SILT, tracequartz fragments, stiff, contain mica, moist ML

4.5 / 268.97Residual: Reddish brown, fine to medium, SANDY SILT, stiff tovery stiff, contain mica, moist ML


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GROUND WATER




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OG

:504

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RO

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E 6

09 B

RID

GE

RE

PLA

CE

ME

NT

.GP

J:8.

2.92

3:0

210

11:1

/10/

12

LAB DATA

MO

IST

UR

E C

ON

TE

NT

(%

)

PLA

ST

ICIT

Y IN

DE

X

PILL

LIQ

UID

LIM

IT

SO

IL R

EC

OV

ER

Y (

%)

CO

RE

RE

CO

VE

RY

(%



DIP °

R O C K

SA

MP

LE L

EG

EN

D

S O I L


ELE

VA

TIO

N (

ft)

270

265

DE

PT

H (

ft)

SA

MP

LE IN

TE

RV

AL

RO

CK

QU

ALI

TY

DE

SIG

NA

TIO

N

ST

AN

DA

RD

PE

NE

TR

AT

ION

TE

ST

HA

MM

ER

BLO

WS

FIELD DATA

ST

RA

TA

LE

GE

ND

JOIN

TS

ST

RA

TA

2

4

6

8

10




14

5

4

9

4

6

10

4

7

3

5

7

13

7

6

7

5

11

10

12

0.5

2.5

4.5

6.5

8.5

10.5

APPENDIX C

LABORATORY TESTING

GW Well-graded Gravels, Gravel-Sandmixtures, little or no fines

GM Silty Gravels, Gravel-Sand-Siltmixtures

SW Well-graded Sands, gravelly Sands,little or no fines

SP Poorly-graded Sands, gravellySands, little or no fines

SM Silty Sands, Sand-Silt mixtures

SC Clayey Sands, Sand-Clay mixtures

MLInorganic Silts and very fine Sands,rock flour, silty or clayey fine Sandsor clayey Silts with slight plasticity B

-Lin

e

CLInorganic Clays of low to mediumplasticity, gravelly Clays, sandyClays silty Clays lean Clays CH

** Clear square openings

GRADATION CHART

76.20

304.80

914.40

#40*

#10*

36*12* **

2.00

4.76

304.80

0.42

2.00

4.76

19.10

Millimeters Sieve Size *

#200*

3* **

12* **3* **

#4*

3/4* **

Poorly-graded Gravels, Gravel-Sandmixtures, little or no finesGP

#40*

#10*

#4*

3/4* **

SAND ANDSANDY SOILS

More than 50%of coarse fraction

PASSING onNo. 4 sieve.

Clean SandLittle or no fines

Sands with finesAppreciable amount

of fines

Gravels with finesAppreciable amount

of fines

0.42

Liquid Limit0 10 20 30 40 50 60 70 80 90 100

Clean GravelsLittle or no fines

PLASTICITY CHART

GRAVEL: Fine

COBBLES

MATERIALSIZE

SAND: Fine

Medium

Coarse

0.74

PARTICLE SIZELOWER LIMIT UPPER LIMIT

Millimeters Sieve Size*

60

50

Clayey Gravels, Gravel-Sand-ClaymixturesGC

BOULDERS

Coarse

* U.S. Standard

19.10

76.20

SOIL CLASSIFICATION CHART

COARSEGRAINED

SOILS

More than 50%of materials isLARGER thanNo. 200 sieve

size.

MAJOR DIVISIONS

FINEGRAINED

SILTS Liquid Limit

AND LESS than 50

CLAYS

LETTERSYMBOL

TYPICAL DESCRIPTIONS

GRAVEL ANDGRAVELLY

SOILSMore than 50%

of coarse fractionRETAINED onNo. 4 sieve.

Clays, silty Clays, lean Clays CH

OLOrganic Silts and organic silty Clays

of low plasticity

MHInorganic Silts, micaceous or diatom-

aceous fine Sand or silty soils CL A-L

ine

CHInorganic Clays of high plasticity,

fat Clays MH & OH

OHOrganic Clays of medium to high

plasticity, organic Silts CL-MLML & OL

PT Peat, humus, swamp soils withhigh organic contents

Very Loose

Loose

Medium Dense

Dense

Very Dense

APPENDIX

C

0.25 to 0.5 TSF

0.5 to 1.0 TSF

1.0 to 2.0 TSF

2.0 to 4.0 TSF

Hard greater than 4.0 TSF

less than 0.25 TSF

COHESIONLESS SOILS:

These are usually basedon an examination of soil

sample penetration, resistance,and soil density data.

COHESIVE SOILS:

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

NOTES: 1. Dual symbols are used to indicate borderline classifications. 2. When shown on the boring logs, the following terms are used to describe the consistency of cohesive soils and the relative compactness of cohesionless (approximate unconfined

compressive strength)

Fo

r la

bo

rato

ry c

lass

ifica

tion

of f

ine

-gra

ine

d s

oils

Pla

stic

ity In

de

x

40

30

20

10

0

HIGHLY ORGANIC SOILS

GRAINEDSOILS

More than 50%of material is

SMALLER thanNo. 200 sieve

size.

CLAYS

SILTS Liquid Limit

AND GREATER

CLAYS than 50

BURGESS AND NIPLE, INC.4160 Pleasant Valley RoadChantilly, Virginia 20151(703) 631 9630

CLIENT NAME: Volkert & Associates, Inc. Reviewed By: MCS

PROJECT NAME: Route 609 Bridge Replacement over Appomattox River

PROJECT NUMBER: 50425

DATE: 09/24/12

SAMPLE NATURAL PERCENT PERCENT PERCENT ATTERBERG USCS AASHTO

DEPTH MOISTURE GRAVEL SAND FINES LIMITS SOIL SOIL SOAKED SOIL

ID FT TYPE (%) (%) (%) (%) L.L. P.L. P.I. CLASS. CLASS. CBR DESCRIPTION

B-1 6-8 Jar 20.3 0.0 42.3 57.7 37 18 19 CL A-6(8) Olive sandy lean CLAY

B-1 10-12 Jar 25.9 0.6 82.8 16.6

Summary of Laboratory Soil Classification Test Data

Lab summary.xls

B 1 10 12 Jar 25.9 0.6 82.8 16.6

B-2 4-6 Jar 18.2 0.0 49.2 50.8 35 19 16 CL A-6(5) Light olive brown sandy lean CLAY

B-2 6-8 Jar 18.0 1.0 46.8 52.2 25 18 7 CL-ML A-4(1) Olive gray sandy silty CLAY

B-2 14-16 Jar 7.6 4.9 76.3 18.8

B-3 6-8 Jar 19.8 0.0 73.9 26.1 19 NP NP SM A-2-4(0) Light yellowish brown silty SAND

B-3 8-10 Jar 21.3 0.0 73.7 26.3 23 NP NP SM A-2-4(0) Dark yellowish brown silty SAND

B-4 8-10 Jar 19.6 0.0 68.0 32.0 23 NP NP SM A-2-4(0) Yellowish brown silty SAND

B-4 10-12 Jar 16.9 0.0 60.5 39.5 24 NP NP SM A-4(0) Dark yellowish brown silty SAND

B-4 12-14 Jar 21.2 0.0 70.4 29.6

B-5 8-10 Jar 28.8 0.0 54.0 46.0 29 22 7 SC-SM A-4(1) Olive brown silty , clayey SAND

NOTES: 1. Soil classification and testing in accordance with AASHTO and/or USCS, ASTM D2487, D421, D422 & D4318

2. L.L.= Liquid Limit NV=No Liquid Limit

P.L.= Plastic Limit NP= Non-Plastic

P.I. = Plasticity IndexLab summary.xls





DATE: 09/24/12




B-6 4-6 Jar 13.0 0.0 69.7 30.3 23 NP NP SM A-2-4(0) Dark yellowish brown silty SAND

B-6 10-12 Jar 35 6 0 0 40 8 59 2


Lab summary.xls

B-6 10-12 Jar 35.6 0.0 40.8 59.2

B-7 2-4 Jar 29.2 0.2 21.5 78.3 33 25 8 ML A-4(6) Olive brown SILT with sand

B-7 4-6 Jar 26.1 0.0 21.5 78.5 30 21 9 CL A-4(6) Yellowish brown lean CLAY with sand

B-7 8-10 Jar 28.6 0.0 76.9 23.1

B-8 6-8 Jar 25.7 0.0 84.6 15.4 NV NP NP SM A-2-4(0) Light olive brown silty SAND

B-8 8-10 Jar 29.4 0.0 60.5 39.5

R-1 2-7 Bulk 13.9 9.9 65.6 24.5 38 NP NP SM A-1-b 11.4 Dark yellowish brown silty SAND

R-2 2-7 Bulk 19.9 7.6 65.3 27.1 46 NP NP SM A-2-5(0) 3.6 Dark yellowish brown silty SAND

R-3 2-7 Bulk 14.2 4.6 55.9 39.5 33 NP NP SM A-4(0) 12.3 Dark yellowish brown silty SAND

R-4 2-7 Bulk 19.8 1.6 44.2 54.2 45 34 11 ML A-7-5(5) 10.5 Yellowish btown sandy SILT




P.I. = Plasticity Index Lab summary.xls





DATE: 09/24/12




R-5 2-7 Bulk 21.6 0.2 36.9 62.9 46 23 23 CL A-7-6(13) 6.4 Yellowish brown sandy lean CLAY


Lab summary.xls

R-9 10-14 Bulk 12.0 4.1 58.1 37.8 31 NP NP SM A-4(0) 6.7 Dark yellowish brown silty SAND

R-10 6-10 Bulk 11.9 4.5 55.3 40.2 32 24 8 SM A-4(0) 5.4 Yellowish brown silty SAND

R-11 5-9 Bulk 13.1 0.9 64.5 34.6 36 NP NP SM A-2-4(0) 2.6 Dark yellowish brown silty SAND

R-12 2-7 Bulk 28.1 2.0 26.6 71.4 62 44 18 MH A-7-5(16) 11.4 Brownish red elastic SILT with sand

R-13 2-7 Bulk 29.5 1.4 45.8 52.8 46 36 10 ML A-5(4) 11.9 Strong brown sandy SILT




P.I. = Plasticity Index Lab summary.xls

Burgess & Niple, Inc.4160 Pleasant Valley RoadChantilly, Virginia 20151

Moisture Content WorksheetASTM D2216

Project Name: Route 609 Bridge Replacement

Project Number: 50425

Date: 08/23/12 Reviewed by: CT

Sample ID B-1, S3 B-1, S4 B-1, S5 B-1, S6 B-2, S2 B-2, S3 B-2, S4 B-2, S6Depth (ft) 4 - 6 6 - 8 8 - 10 10 - 12 2 - 4 4 - 6 6 - 8 10 - 12Sample Type Jar Jar Jar Jar Jar Jar Jar JarMoisture Content (%) 19.7 20.3 23.6 25.9 7.5 18.2 18.0 17.7

Sample ID B-2, S7 B-2, S8 B-3, S1 B-3, S4 B-3, S5 B-3, S6 B-4, S2 B-4, S3Depth (ft) 12 - 14 14 - 16 0 - 2 6 - 8 8 - 10 10 - 12 2 - 4 4 - 6Sample Type Jar Jar Jar Jar Jar Jar Jar Jar

Moisture Content (%) 10.6 7.6 5.7 19.8 21.3 20.2 17.5 16.0




Sample ID R-1 R-2 R-3 R-4 R-5 R-9 R-10 R-11Depth (ft) 2 - 7 2 - 7 2 - 7 2 - 7 2 - 7 10 - 14 6 - 10 5 - 9Sample Type Bulk Bulk Bulk Bulk Bulk Bulk BulkMoisture Content (%) 13.9 19.9 14.2 19.8 21.6 12.0 11.9 13.1

1

Burgess & Niple, Inc.4160 Pleasant Valley RoadChantilly, Virginia 20151

Moisture Content WorksheetASTM D2216

Project Name: Route 609 Bridge Replacement

Project Number: 50425

Date: 08/23/12 Reviewed by: CT

Sample ID R-12 R-13Depth (ft) 2 - 7 2 - 7Sample Type Bulk BulkMoisture Content (%) 28.1 29.5

2

B&N Project Name: Route 609 Bridge ReplacementProject Number: 50425Report Date: 8/31/2012

Sample Number Bulk Bulk Bulk Bulk

Sample Location R-1 R-2 R-3 R-4

Station Number 10+25 12+26 14+13 16+24

Max. Dry Density, pcf 123.0 111.2 117.5 109.2

Optimum Moisture, % 11.1 15.5 14.3 19.0

Dry Density, molded, pcf 120.5 108.8 116.0 108.2

Moisture, molded, % 11.0 15.3 13.7 18.0

Compaction, molded, % 97.9 97.8 98.7 99.1

Dry Density, after soaking, pcf 118.2 103.5 114.6 106.1

Moisture, after soaking, % 16.6 26.3 18.7 24.3

Compaction after soaking % 96 1 93 1 97 5 97 2

VTM-8 CBR TEST RESULTS SUMMARY

Compaction, after soaking, % 96.1 93.1 97.5 97.2

Liquid Limit 38 46 33 45

Plastic Limit NP NP NP 34

Plasticity Index -- -- -- 11

Percent passing No. 200 24.5 27.1 39.5 54.2

AASHTO Classification A-1-b A-2-5(0) A-4(0) A-7-5(5)

Swell, % 1.942 5.148 1.200 1.942

CBR, soaked 11.4 3.6 12.3 10.5

Mica Content some some trace trace

Resiliency Factor 1.0 1.0 1.0 1.0

Technician: JA

NOTE:

Engineer's Seal


Sample Number Bulk Bulk Bulk Bulk

Sample Location R-5 R-9 R-10 R-11

Station Number 18+26 28+12 30+33 32+13

Max. Dry Density, pcf 108.5 123.5 119.8 122.3

Optimum Moisture, % 17.6 12.0 11.7 12.9

Dry Density, molded, pcf 108.8 121.9 118.8 119.3

Moisture, molded, % 16.6 10.8 11.3 11.5

Compaction, molded, % 100.3 98.7 99.2 97.5

Dry Density, after soaking, pcf 106.8 118.9 116.3 114.7

Moisture, after soaking, % 21.5 17.0 15.9 19.3

Compaction after soaking % 98 4 96 3 97 0 93 8


Compaction, after soaking, % 98.4 96.3 97.0 93.8

Liquid Limit 46 31 32 36

Plastic Limit 23 NP 24 NP

Plasticity Index 23 -- 8 --

Percent passing No. 200 62.9 37.8 40.2 34.6

AASHTO Classification A-7-6(13) A-4(0) A-4(0) A-2-4(0)

Swell, % 1.920 2.487 2.203 3.970

CBR, soaked 6.4 6.7 5.4 2.6

Mica Content trace some trace some

Resiliency Factor 1.0 1.0 1.0 1.0

Technician: JA

NOTE:

Engineer's Seal


Sample Number Bulk Bulk

Sample Location R-12 R-13

Station Number 34+12 36+25

Max. Dry Density, pcf 99.7 104.5

Optimum Moisture, % 23.0 18.9

Dry Density, molded, pcf 99.5 105.0

Moisture, molded, % 21.8 18.2

Compaction, molded, % 99.8 100.5

Dry Density, after soaking, pcf 98.3 103.3

Moisture, after soaking, % 26.3 23.2

Compaction after soaking % 98 6 98 9


Compaction, after soaking, % 98.6 98.9

Liquid Limit 62 46

Plastic Limit 44 36

Plasticity Index 18 10

Percent passing No. 200 71.4 52.8

AASHTO Classification A-7-5(16) A-5(4)

Swell, % 1.222 1.614

CBR, soaked 11.4 11.9

Mica Content trace trace

Resiliency Factor 1.0 1.0

Technician: JA

NOTE:

Engineer's Seal

Project Name: Route 609 Bridge ReplacementProject Number: 50425Report Date: 8/31/12

Sample Location R-1

Station Number 10+25

Sample # Bulk

Depth, ft. 2 - 7

Classification A-1-b

Surcharge Wt., lbs. 10Soil + Mold + Base Plate, grms. 11641Mold + Base Plate, grms. 7090Compaction MC, % 11.0Wet Density of Soil, pcf 133.8Dry Density of Soil, pcf 120.5

Initial Swell Reading, in. 0.133

Final Swell Reading, in. 0.222

VTM-8 CBR TEST RESULTS

gSwell, % 1.942

Final Moisture, % 16.6

Proctor MDD, pcf 123.0

0.000 0 0.0 00.025 6 60.5 200.050 10 100.9 340.075 14 141.2 470.100 22 221.9 740.150 36 363.1 1210.200 51 514.4 1710.300 70 706.1 2350.400 85 857.4 2860.500 98 988.5 330

CBR Value 0.1 (in) =CBR Value 0.2(in) =

SOAKED

7.411.4

Penetration (in.) Load

(lb.)Penetration Resistance

After Soaking

Dial Reading

PROJECT NAME: Route 609 Bridge ReplacementPROJECT NUMBER: 50425REPORT DATE: 08/31/12

SAMPLE LOCATION: R-1

STATION NUMBER: 10+25

REMARKS:

SAMPLE NUMBER Bulk MOLDED SOAKED

DEPTH, FT. 2 - 7 CBR VALUE @ 0.1 inch -- 7.4

MAXIMUM DRY DENSITY, PCF 123 CBR VALUE @ 0.2 inch -- 11.4

OPTIMUM MOISTURE, % 11.1 INITIAL DRY DENSITY, PCF 120.5 --LIQUID LIMIT (LL) 38 INITIAL MOISTURE, % 11.0 --PLASTIC LIMIT (PL) NP INITIAL COMPACTION, % 97.9 --PLASTICITY INDEX (PI) -- FINAL MOISTURE, % -- 16.6PERCENT RETAINED ON #4, % 9.9 FINAL DRY DENSITY, PCF -- 118.2PERCENT PASSING #200, % 24.5 FINAL COMPACTION, % -- 96.1

AASHTO CLASSIFICATION A-1-b SWELL, % -- 1.942

RESILIENCY FACTOR 1.0 MICA CONTENT some


Reviewed by: CT

0

100

200

300

400

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)

Penetration Resistance Versus Penetration


Sample Location R-2


Sample # Bulk

Depth, ft. 2 - 7

Classification A-2-5(0)





gSwell, % 5.148



0.000 0 0.0 00.025 3 30.3 100.050 3.5 35.3 120.075 4.5 45.4 150.100 5 50.4 170.150 11 111.0 370.200 16 161.4 540.300 24 242.1 810.400 32 322.8 1080.500 40 403.5 134


Dial Reading

SOAKED

1.73.6



After Soaking




REMARKS:



MAXIMUM DRY DENSITY, PCF 111.2 CBR VALUE @ 0.2 inch -- 3.6


AASHTO CLASSIFICATION A-2-5(0) SWELL, % -- 5.148



Reviewed by: CT

0

50

100

150

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)



Sample Location R-3


Sample # Bulk

Depth, ft. 2 - 7

Classification A-4(0)





gSwell, % 1.200



0.000 0 0.0 00.025 4 40.3 130.050 10 100.9 340.075 15 151.3 500.100 23 232.0 770.150 39 393.4 1310.200 55 554.8 1850.300 80 807.0 2690.400 100 1008.7 3360.500 115 1160.0 387


SOAKED

7.712.3



After Soaking

Dial Reading




REMARKS:





AASHTO CLASSIFICATION A-4(0) SWELL, % -- 1.200

RESILIENCY FACTOR 1.0 MICA CONTENT trace


Reviewed by: CT

0

50

100

150

200

250

300

350

400

450

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)



Sample Location R-4


Sample # Bulk

Depth, ft. 2 - 7






gSwell, % 1.942



0.000 0 0.0 00.025 10 100.9 340.050 17 171.5 570.075 24.5 247.1 820.100 31 312.7 1040.150 40 403.5 1340.200 47 474.1 1580.300 61 615.3 2050.400 72 726.3 2420.500 83 837.2 279


Dial Reading

SOAKED

10.410.5



After Soaking




REMARKS:




OPTIMUM MOISTURE, % 19 INITIAL DRY DENSITY, PCF 108.2 --LIQUID LIMIT (LL) 45 INITIAL MOISTURE, % 18.0 --PLASTIC LIMIT (PL) 34 INITIAL COMPACTION, % 99.1 --PLASTICITY INDEX (PI) 11 FINAL MOISTURE, % -- 24.3PERCENT RETAINED ON #4, % 1.6 FINAL DRY DENSITY, PCF -- 106.1PERCENT PASSING #200, % 54.2 FINAL COMPACTION, % -- 97.2




Reviewed by: CT

0

25

50

75

100

125

150

175

200

225

250

275

300

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)



Sample Location R-5


Sample # Bulk

Depth, ft. 2 - 7






gSwell, % 1.920



0.000 0 0.0 00.025 7 70.6 240.050 12 121.0 400.075 16 161.4 540.100 19 191.7 640.150 24 242.1 810.200 27 272.3 910.300 37 373.2 1240.400 45 453.9 1510.500 51 514.4 171




After Soaking

Dial Reading

SOAKED

6.46.1




REMARKS:




OPTIMUM MOISTURE, % 17.6 INITIAL DRY DENSITY, PCF 108.8 --LIQUID LIMIT (LL) 46 INITIAL MOISTURE, % 16.6 --PLASTIC LIMIT (PL) 23 INITIAL COMPACTION, % 100.3 --PLASTICITY INDEX (PI) 23 FINAL MOISTURE, % -- 21.5PERCENT RETAINED ON #4, % 0.2 FINAL DRY DENSITY, PCF -- 106.8PERCENT PASSING #200, % 62.9 FINAL COMPACTION, % -- 98.4




Reviewed by: CT

0

25

50

75

100

125

150

175

200

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)



Sample Location R-9


Sample # Bulk

Depth, ft. 10' - 14'






gSwell, % 2.487



0.000 0 0.0 00.025 5.5 55.5 180.050 9 90.8 300.075 13 131.1 440.100 17 171.5 570.150 22 221.9 740.200 30 302.6 1010.300 40 403.5 1340.400 48 484.2 1610.500 56 564.9 188


SOAKED

5.76.7



After Soaking

Dial Reading




REMARKS:


DEPTH, FT. 10' - 14' CBR VALUE @ 0.1 inch -- 5.7


OPTIMUM MOISTURE, % 12 INITIAL DRY DENSITY, PCF 121.9 --LIQUID LIMIT (LL) 31 INITIAL MOISTURE, % 10.8 --PLASTIC LIMIT (PL) NP INITIAL COMPACTION, % 98.7 --PLASTICITY INDEX (PI) -- FINAL MOISTURE, % -- 17.0PERCENT RETAINED ON #4, % 4.1 FINAL DRY DENSITY, PCF -- 118.9PERCENT PASSING #200, % 37.8 FINAL COMPACTION, % -- 96.3




Reviewed by: CT

0

50

100

150

200

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)



Sample Location R-10


Sample # Bulk

Depth, ft. 6 - 10






gSwell, % 2.203



0.000 0 0.0 00.025 3.5 35.3 120.050 6 60.5 200.075 7.8 78.7 260.100 10 100.9 340.150 18 181.6 610.200 24 242.1 810.300 34 343.0 1140.400 42 423.7 1410.500 52 524.5 175




After Soaking

Dial Reading

SOAKED

3.45.4




REMARKS:








Reviewed by: Ct

0

50

100

150

200

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)





Sample # Bulk

Depth, ft. 5 -9






gSwell, % 3.970



0.000 0 0.0 00.025 4 40.3 130.050 4.5 45.4 150.075 5 50.4 170.100 6 60.5 200.150 7 70.6 240.200 11.5 116.0 390.300 19 191.7 640.400 24 242.1 810.500 30 302.6 101


SOAKED

2.02.6



After Soaking

Dial Reading




REMARKS:


DEPTH, FT. 5 -9 CBR VALUE @ 0.1 inch -- 2.0






Reviewed by: CT

0

25

50

75

100

125

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)





Sample # Bulk

Depth, ft. 2 - 7






gSwell, % 1.222



0.000 0 0.0 00.025 17 171.5 570.050 24 242.1 810.075 30 302.6 1010.100 34 343.0 1140.150 40 403.5 1340.200 48.5 489.2 1630.300 59 595.1 1980.400 65.5 660.7 2200.500 71 716.2 239


Dial Reading

SOAKED

11.410.9



After Soaking




REMARKS:




OPTIMUM MOISTURE, % 23 INITIAL DRY DENSITY, PCF 99.5 --LIQUID LIMIT (LL) 62 INITIAL MOISTURE, % 21.8 --PLASTIC LIMIT (PL) 44 INITIAL COMPACTION, % 99.8 --PLASTICITY INDEX (PI) 18 FINAL MOISTURE, % -- 26.3PERCENT RETAINED ON #4, % 2.0 FINAL DRY DENSITY, PCF -- 98.3PERCENT PASSING #200, % 71.4 FINAL COMPACTION, % -- 98.6




Reviewed by: CT

0

100

200

300

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)





Sample # Bulk

Depth, ft. 2 - 7






gSwell, % 1.614



0.000 0 0.0 00.025 10.5 105.9 350.050 19 191.7 640.075 26 262.3 870.100 34 343.0 1140.150 44 443.8 1480.200 53 534.6 1780.300 70 706.1 2350.400 84 847.3 2820.500 96 968.4 323




After Soaking

Dial Reading

SOAKED

11.411.9




REMARKS:








Reviewed by: CT

0

50

100

150

200

250

300

350

0.000 0.050 0.100 0.150 0.200 0.250 0.300 0.350 0.400 0.450 0.500

Pen

etra

tion

Res

ista

nce

(psi

)

Penetration (in)


Test specification:

Project:

Remarks:Client:Project No.

MATERIAL DESCRIPTION

No.200Moist.AASHTOUSCSDepth

% <% >PILLSp.G.

Nat.ClassificationElev/

COMPACTION TEST REPORT

Oversize correction applied to each point

Dry

den

sity

, pcf

Water content, %

112.5

115.0

117.5

120.0

122.5

125.0

6 8 10 12 14 16 18

ZAV forSp.G. =2.65

Volkert & Associates, Inc.50425

Dark yellowish brown silty SAND (withmica)

24.59.9NP382.7013.9A-1-bSM2'-7'

AASHTO T 99 Method A, Standard Virginia VTM-1 corr.

Route 609 Bridge Replacement over Appomattox Rive

Figure No.

BURGESS AND NIPLE, INC.

Chantilly, VA

Source: R-1 Sample No.: R-1 Elev./Depth: 2'-7'

ROCK CORRECTED TEST RESULTS UNCORRECTED

No.4

12.2 % Optimum moisture = 11.1 %

119.3 pcf Maximum dry density = 123.0 pcf

Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

100.5

103.0

105.5

108.0

110.5

113.0

9.5 12.0 14.5 17.0 19.5 22.0 24.5

ZAV forSp.G. =2.70



27.17.6NP462.7019.9A-2-5(0)SM2'-7'



Figure No.


Chantilly, VA



No.4



Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

104

109

114

119

124

129

8 10 12 14 16 18 20

ZAV forSp.G. =2.70


Dark yellowish brown silty SAND (tracemica)

39.54.6NP332.7014.2A-4(0)SM2'-7'



Figure No.


Chantilly, VA



No.4



Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

98.5

101.0

103.5

106.0

108.5

111.0

11.5 14.0 16.5 19.0 21.5 24.0 26.5

ZAV forSp.G. =2.75


Yellowish brown sandy SILT (trace mica)

54.21.611452.7519.8A-7-5(5)ML2'-7'



Figure No.


Chantilly, VA



No.4



Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

98.5

101.0

103.5

106.0

108.5

111.0

13 15 17 19 21 23 25

ZAV forSp.G. =2.67


Yellowish brown sandy lean CLAY (tracemica)

62.90.223462.7221.6A-7-6(13)CL2'-7'



Figure No.


Chantilly, VA



No.4



Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

109

114

119

124

129

134

5.5 8.0 10.5 13.0 15.5 18.0 20.5

ZAV forSp.G. =2.70



37.84.1NP312.7012.0A-4(0)SM10'-14'



Figure No.


Chantilly, VA



No.4



Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

112

114

116

118

120

122

7 9 11 13 15 17 19

ZAV forSp.G. =2.65


Yellowish brown silty SAND (trace mica)

40.24.58322.6511.9A-4(0)SM6'-10'



Figure No.


Chantilly, VA



No.4



Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

114

116

118

120

122

124

8 10 12 14 16 18 20

ZAV forSp.G. =2.75



34.60.9NP362.7513.1A-2-4(0)SM5'-9'



Figure No.


Chantilly, VA



No.4



Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

89.5

92.0

94.5

97.0

99.5

102.0

15.5 18.0 20.5 23.0 25.5 28.0 30.5

ZAV forSp.G. =2.65


Brownish red elastic SILT with sand (tracemica)

71.42.018622.6528.1A-7-5(16)MH2'-7'



Figure No.


Chantilly, VA



No.4



Test specification:

Project:




% <% >PILLSp.G.




Dry

den

sity

, pcf

Water content, %

97

99

101

103

105

107

13 15 17 19 21 23 25

ZAV forSp.G. =2.65


Strong brown sandy SILT (trace mica)

52.81.410462.6529.5A-5(4)ML2'-7'



Figure No.


Chantilly, VA



No.4



Tested By: JA Checked By: CT


Chantilly, VA

(no specification provided)

PL= LL= PI=

D85= D60= D50=D30= D15= D10=Cu= Cc=

USCS= AASHTO=

*

.375#4#10#20#40#60

#140#200

0.0346 mm.0.0221 mm.0.0128 mm.0.0091 mm.0.0065 mm.0.0032 mm.0.0023 mm.0.0013 mm.

100.099.499.499.094.569.323.016.611.910.4

9.48.47.46.35.34.9

0.3324 0.2150 0.18310.1272 0.0635 0.0183

11.75 4.11

S6 B-1 8/24/1210' - 12'

Volkert & Associates, Inc

Route 609 Bridge Replacement over Appomattox River

50425

Soil Description

Atterberg Limits

Coefficients

Classification

Remarks

Sample No.: Source of Sample: Date:Location: Elev./Depth:

Client:

Project:

Project No: Figure No.

SIEVE PERCENT SPEC.* PASS?

SIZE FINER PERCENT (X=NO)

PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.6 0.0 4.9 77.9 9.6 7.0

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200

Particle Size Distribution Report



Chantilly, VA


PL= LL= PI=

D85= D60= D50=D30= D15= D10=Cu= Cc=

USCS= AASHTO=

*

.75.375#4

#10#20#40#60

#140#200


100.098.595.184.177.061.447.225.918.810.5

8.87.56.35.44.53.73.7

2.1832 0.4028 0.27790.1263 0.0585 0.0317

12.70 1.25

S8 B-2 8/24/1214' - 16'



50425

Soil Description

Atterberg Limits

Coefficients

Classification

Remarks


Client:

Project:




PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 4.9 11.0 22.7 42.6 13.7 5.1

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200




Chantilly, VA


PL= LL= PI=

D85= D60= D50=D30= D15= D10=Cu= Cc=

USCS= AASHTO=

*

#10#20#40#60

#140#200


100.099.791.468.537.529.623.520.519.517.515.413.411.410.9

0.3575 0.2056 0.15820.0769 0.0054

S7 B-4 8/24/1212' - 14'



50425

Soil Description

Atterberg Limits

Coefficients

Classification

Remarks


Client:

Project:




PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.0 8.6 61.8 14.8 14.8

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200




Chantilly, VA


PL= LL= PI=

D85= D60= D50=D30= D15= D10=Cu= Cc=

USCS= AASHTO=

*

#4#10#20#40#60

#140#200


100.099.999.598.894.870.659.248.944.938.933.930.922.820.716.7

0.1634 0.0773 0.03800.0057

S6 B-6 8/24/1210' - 12'



50425

Soil Description

Atterberg Limits

Coefficients

Classification

Remarks


Client:

Project:




PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.1 1.1 39.6 30.9 28.3

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200




Chantilly, VA


PL= LL= PI=

D85= D60= D50=D30= D15= D10=Cu= Cc=

USCS= AASHTO=

*

#20#40#60

#140#200


100.099.891.935.123.111.410.4

9.48.47.46.45.44.9

0.2184 0.1535 0.13430.0945 0.0498 0.0167

9.20 3.48

SM A-2-4(0)

S5 B-7 8/24/128' - 10'



50425

Soil Description

Atterberg Limits

Coefficients

Classification

Remarks


Client:

Project:




PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.0 0.2 76.7 16.1 7.0

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200




Chantilly, VA


PL= LL= PI=

D85= D60= D50=D30= D15= D10=Cu= Cc=

USCS= AASHTO=

*

#4#10#20#40#60

#140#200


100.099.899.799.194.552.539.522.920.918.917.915.812.711.710.7

0.1952 0.1231 0.10020.0534 0.0057

S5 B-8 8/24/128' - 10'



50425

Soil Description

Atterberg Limits

Coefficients

Classification

Remarks


Client:

Project:




PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.2 0.7 59.6 25.1 14.4

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200




Chantilly, VA

Client:

Project:

Project No.: Figure No.



50425

SYMBOL SOURCESAMPLE DEPTH

Material Description AASHTONO. (ft.)

SOIL DATA

PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.1 0.9 41.3 57.7

0.0 0.0 0.0 0.0 0.3 48.9 50.8

0.0 0.0 1.0 4.0 6.7 36.1 52.2

0.0 0.0 0.0 0.0 2.7 71.2 26.1

0.0 0.0 0.0 0.1 1.8 71.8 26.3

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200


B-1 S4 6' - 8' Olive sandy lean CLAY A-6(8)

B-2 S3 4' - 6' Light olive brown sandy lean ClAY A-6(5)

B-2 S4 6' - 8' Olive gray sandy SILTY CLAY A-4(1)

B-3 S4 6' - 8' Light yellowish brown silty SAND A-2-4(0)

B-3 S5 8' -10' Dark yellowish brown silty SAND Tr/Mica A-2-4(0)



Chantilly, VA

Client:

Project:




50425



SOIL DATA

PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.0 2.2 65.8 32.0

0.0 0.0 0.0 0.2 3.1 57.2 39.5

0.0 0.0 0.0 0.1 0.7 53.2 46.0

0.0 0.0 0.0 0.0 0.7 69.0 30.3

0.0 0.0 0.2 0.1 2.5 18.9 78.3

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200


B-4 S5 8' - 10' Yellowish brown silty SAND A-2-4(0)

B-4 S6 10' - 12' Dark yellowish brown silty SAND A-4(0)

B-5 S5 8' - 10' Olive brown silty, clayey SAND Tr/Mica A-4(1)

B-6 S3 4' - 6' Dark yellowish brown silty SAND A-2-4(0)

B-7 S2 2' - 4' Olive brown SILT with sand A-4(6)



Chantilly, VA

Client:

Project:




50425



SOIL DATA

PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 0.0 0.0 1.8 19.7 78.5

0.0 0.0 0.0 0.0 0.4 84.2 15.4

6 in.

3 in.

2 in.

1½

in.

1 in.

¾ in.

½ in.

3/8

in.

#4

#10

#20

#30

#40

#60

#100

#140

#200


B-7 S3 4' - 6' Dark yellowish brown lean CLAY with sand A-4(6)

B-8 S4 6' - 8' Light olive brown silty SAND A-2-4(0)


Chantilly, VA

Client:

Project:


Volkert & Associates, Inc.


50425


Material Description USCSNO. (ft.)

SOIL DATA

PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 9.9 12.8 26.9 25.9 24.5

0.0 0.0 7.6 8.6 22.4 34.3 27.1

0.0 0.0 4.6 6.7 16.0 33.2 39.5

0.0 0.0 1.6 3.7 16.6 23.9 54.2

0.0 0.0 0.2 2.8 14.9 19.2 62.9

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00


R-1 R-1 2'-7' Dark yellowish brown silty SAND SM


R-3 R-3 2'-7' Dark yellowish brown silty SAND (trace mica) SM

R-4 R-4 2'-7' Yellowish brown sandy SILT ML

R-5 R-5 2'-7' Yellowish brown sandy lean CLAY CL


Chantilly, VA

Client:

Project:


Volkert & Associates, Inc.


50425


Material Description USCSNO. (ft.)

SOIL DATA

PE

RC

EN

T F

INE

R

0

10

20

30

40

50

60

70

80

90

100

GRAIN SIZE - mm.

0.0010.010.1110100

% +3"Coarse

% Gravel

Fine Coarse Medium

% Sand

Fine Silt

% Fines

Clay

0.0 0.0 4.1 4.1 18.5 35.5 37.8

0.0 0.0 4.5 4.5 16.7 34.1 40.2

0.0 0.0 0.9 1.5 21.1 41.9 34.6

0.0 0.0 2.0 2.4 8.7 15.5 71.4

0.0 0.0 1.4 4.8 16.6 24.4 52.8

6 in

.

3 in

.

2 in

.

1½

in.

1 in

.

¾ in

.

½ in

.

3/8

in.

#4

#1

0

#2

0

#3

0

#4

0

#6

0

#1

00

#1

40

#2

00



R-10 R-10 6'-10' Yellowish brown silty SAND SM


R-12 R-12 2'-7' Brownish red elastic SILT with sand MH

R-13 R-13 2'-7' Strong brown sandy SILT ML


Olive sandy lean CLAY 37 18 19 99.0 57.7 CL

Light olive brown sandy lean ClAY 35 19 16 99.7 50.8 CL

Olive gray sandy SILTY CLAY 25 18 7 88.3 52.2 CL-ML

Light yellowish brown silty SAND 19 NP NP 97.3 26.1 SM

Dark yellowish brown silty SAND Tr/Mica 23 NP NP 98.1 26.3 SM

50425 Volkert & Associates, Inc

MATERIAL DESCRIPTION LL PL PI %<#40 %<#200 USCS

Project No. Client: Remarks:

Project:


Chantilly, VA Figure No.

Source of Sample: B-1 Depth: 6' - 8' Sample Number: S4




Source of Sample: B-3 Depth: 8' -10' Sample Number: S5

PL

AS

TIC

ITY

IN

DE

X

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or O

L

CH or O

H

ML or OL MH or OH

Dashed line indicates the approximateupper limit boundary for natural soils

4

7

LIQUID AND PLASTIC LIMITS TEST REPORT



Yellowish brown silty SAND 23 NP NP 97.8 32.0 SM

Dark yellowish brown silty SAND 24 NP NP 96.7 39.5 SM

Olive brown silty, clayey SAND Tr/Mica 29 22 7 99.2 46.0 SC-SM


Olive brown SILT with sand 33 25 8 97.2 78.3 ML




Project:








PL

AS

TIC

ITY

IN

DE

X

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or O

L

CH or O

H

ML or OL MH or OH


4

7




Dark yellowish brown lean CLAY with sand 30 21 9 98.2 78.5 CL

Light olive brown silty SAND NV NP NP 99.6 15.4 SM




Project:





PL

AS

TIC

ITY

IN

DE

X

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or O

L

CH or O

H

ML or OL MH or OH


4

7





Dark yellowish brown silty SAND (trace mica) 33 NP NP 72.7 39.5 SM

Yellowish brown sandy SILT 45 34 11 78.1 54.2 ML

Yellowish brown sandy lean CLAY 46 23 23 82.1 62.9 CL

50425 Volkert & Associates, Inc.



Project:



Source of Sample: R-1 Depth: 2'-7' Sample Number: R-1





PL

AS

TIC

ITY

IN

DE

X

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or O

L

CH or O

H

ML or OL MH or OH


4

7



Tested By: JA Checked By: TB


Yellowish brown silty SAND 32 24 8 74.3 40.2 SM


Brownish red elastic SILT with sand 62 44 18 86.9 71.4 MH

Strong brown sandy SILT 46 36 10 77.2 52.8 ML

50425 Volkert & Associates, Inc.



Project:








PL

AS

TIC

ITY

IN

DE

X

0

10

20

30

40

50

60

LIQUID LIMIT0 10 20 30 40 50 60 70 80 90 100 110

CL-ML

CL or O

L

CH or O

H

ML or OL MH or OH


4

7



APPENDIX E

NON-LINEAR BENDING STIFFNESS LATERAL PILE ANALYSIS

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o================================================================================

LPile Plus for Windows, Version 6.0 (6.0.10)

Analysis of Individual Piles and Drilled Shafts Subjected to Lateral Loading Using the p-y Method

(c) 1985-2010 by Ensoft, Inc. All Rights Reserved

================================================================================

This program is licensed to:

Chan TinBurgess & Niple, Inc

-------------------------------------------------------------------------------- Files Used for Analysis--------------------------------------------------------------------------------

Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6dName of output file: Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6oName of plot output file: Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6pName of runtime file: Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6r

-------------------------------------------------------------------------------- Date and Time of Analysis--------------------------------------------------------------------------------

Date: March 29, 2013 Time: 15:41:04

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for abutment drilled shaft

Page 1

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o

-------------------------------------------------------------------------------- Program Options--------------------------------------------------------------------------------

Units Used - US Customary Units: pounds, inches, feet

Basic Program Options:

This analysis computes nonlinear bending stiffness and nominal Moment Capacity with Pile Response Computed Using Nonlinear EI

Computation Options:- Only internally-generated p-y curves used in analysis- Analysis does not use p-y multipliers (individual pile or shaft action only)- Analysis assumes no shear resistance at pile tip- Analysis for fixed-length pile or shaft only- Analysis includes computation of foundation stiffness matrix elements- Output pile response for full length of pile- Analysis assumes no soil movements acting on pile- No p-y curves to be computed and output for user-specified depths

Solution Control Parameters:- Number of pile increments = 100- Maximum number of iterations allowed = 200- Deflection tolerance for convergence = 1.0000E-05 in- Maximum allowable deflection = 100.0000 in

Pile Response Output Options:- Values of pile-head deflection, bending moment, shear force, and soil reaction are printed for full length of pile.- Printing Increment (nodal spacing of output points) = 1

-------------------------------------------------------------------------------- Pile Structural Properties and Geometry--------------------------------------------------------------------------------

Total Number of Sections = 1

Total Pile Length = 36.00 ft

Depth of ground surface below top of pile = 29.00 ft

Slope angle of ground surface = 0.00 deg.

Pile dimensions used for p-y curve computations defined using 2 points.p-y curves are computed using values of pile diameter interpolated over the length of the pile.

Point Depth Pile X Diameter ft in----- --------- ----------- 1 0.00000 54.0000000

Page 2

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 2 36.000000 54.0000000

Input Structural Properties:----------------------------

Section No. 1:

Section Type = Drilled Shaft (Bored Pile) Section Length = 36.000 ft Section Diameter = 54.000 in

-------------------------------------------------------------------------------- Ground Slope and Pile Batter Angles--------------------------------------------------------------------------------

Ground Slope Angle = 0.000 degrees = 0.000 radians

Pile Batter Angle = 0.000 degrees = 0.000 radians

-------------------------------------------------------------------------------- Soil and Rock Layering Information--------------------------------------------------------------------------------

The soil profile is modelled using 1 layers

Layer 1 is strong rock (vuggy limestone)

Distance from top of pile to top of layer = 29.000 ftDistance from top of pile to bottom of layer = 38.000 ft

(Depth of lowest layer extends 2.00 ft below pile tip)

-------------------------------------------------------------------------------- Effective Unit Weight of Soil vs. Depth--------------------------------------------------------------------------------

Effective unit weight of soil with depth defined using 2 points

Point Depth X Eff. Unit Weight No. ft pcf----- ---------- ---------------- 1 29.00 77.60000 2 38.00 77.60000

Page 3


-------------------------------------------------------------------------------- Summary of Soil Properties--------------------------------------------------------------------------------

Layer Soil Type Depth Eff. Unit qu Num. (p-y Curve Criteria) ft Wt., pcf psi ----- ---------------------- ---------- ----------- ----------- 1 Vuggy Limestone 29.000 77.600 3000.000 38.000 77.600 3000.000

-------------------------------------------------------------------------------- Loading Type--------------------------------------------------------------------------------

p-y criteria for static loading was used for all analyses.

-------------------------------------------------------------------------------- Pile-head Loading and Pile-head Fixity Conditions--------------------------------------------------------------------------------

Number of loads specified = 2

Load Load Condition 1 Condition 2 Axial Thrust No. Type Force, lbs----- ---- -------------------- ----------------------- ---------------- 1 1 V = 31200.000 lbs M = 0.000 in-lbs 308400.000 2 1 V = 30000.000 lbs M = 0.000 in-lbs 420000.000

-------------------------------------------------------------------------------- Computations of Nominal Moment Capacity and Nonlinear Bending Stiffness--------------------------------------------------------------------------------

Axial thrust values were determined from pile-head loading conditions

Number of Sections = 1

Section No. 1:

Dimensions and Properties of Drilled Shaft:

Length of Section = 432.00000000 inShaft Diameter = 54.00000000 in Concrete Cover Thickness = 6.00000000 in Number of Reinforcing Bars = 19 bars Yield Stress of Reinforcing Bars = 60.00000000 ksi Modulus of Elasticity of Reinforcing Bars = 29000. ksi Gross Area of Shaft = 2290.22104447 sq. in.

Page 4

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6oTotal Area of Reinforcing Steel = 29.64000000 sq. in.Area Ratio of Steel Reinforcement = 1.29 percentNom. Axial Structural Capacity = 0.85 Fc Ac + Fy As = 7542.882 kips Tensile Load for Cracking of Concrete = -918.053 kips Nominal Axial Tensile Capacity = -1778.400 kips

Reinforcing Bar Dimensions and Positions Used in Computations:

Bar Bar Diam. Bar Area X Y Number inches sq. in. inches inches ---------- ---------- ---------- ---------- ---------- 1 1.41000 1.56000 20.29500 0.00000 2 1.41000 1.56000 19.19536 6.58978 3 1.41000 1.56000 16.01561 12.46545 4 1.41000 1.56000 11.10031 16.99029 5 1.41000 1.56000 4.98213 19.67398 6 1.41000 1.56000 -1.67595 20.22568 7 1.41000 1.56000 -8.15241 18.58562 8 1.41000 1.56000 -13.74543 14.93152 9 1.41000 1.56000 -17.84892 9.65935 10 1.41000 1.56000 -20.01820 3.34045 11 1.41000 1.56000 -20.01820 -3.34045 12 1.41000 1.56000 -17.84892 -9.65935 13 1.41000 1.56000 -13.74543 -14.93152 14 1.41000 1.56000 -8.15241 -18.58562 15 1.41000 1.56000 -1.67595 -20.22568 16 1.41000 1.56000 4.98213 -19.67398 17 1.41000 1.56000 11.10031 -16.99029 18 1.41000 1.56000 16.01561 -12.46545 19 1.41000 1.56000 19.19536 -6.58978

Concrete Properties:

Compressive Strength of Concrete = 3.0000000 ksi Modulus of Elasticity of Concrete = 3122.0185778 ksi Modulus of Rupture of Concrete = -0.4107919 ksi Compression Strain at Peak Stress = 0.0016336Tensile Strain at Fracture = -0.0001160Maximum Coarse Aggregate Size = 1.0000000 in

Number of Axial Thrust Force Values Determined from Pile-head Loadings = 2

Number Axial Thrust Force kips ------ ------------------ 1 308.400 2 420.000

Definitions of Run Messages and Notes:

C = concrete in section has cracked in tension Y = stress in reinforcing steel has reached yield stress

Page 5

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o T = tensile strain in reinforcement exceeds 0.005 when compressive strain in concrete is less than 0.003. Z = depth of tensile zone in concrete section is less than 10 percent of section depth Bending Stiffness (EI) = Bending Moment / Curvature Position of neutral axis is computed from compression side of pile Compressive stresses are positive in sign. Tensile stresses are negative in sign.

Axial Thrust Force = 308.400 kips

Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 1035.3541976 1656566716. 81.3982669 0.0000509 0.0000171 0.1833478 1.4704498 0.000001250 2070.6304811 1656504385. 54.2473452 0.0000678 0.000000309 0.2427030 1.9566788 0.000001875 3104.9413576 1655968724. 45.2164252 0.0000848 -0.0000165 0.3015528 2.4439619 0.000002500 4134.9639973 1653985599. 40.7087419 0.0001018 -0.0000332 0.3598348 2.9318088 0.000003125 5159.1346649 1650923093. 38.0071176 0.0001188 -0.0000500 0.4175123 3.4199263 0.000003750 6176.9929046 1647198108. 36.2074710 0.0001358 -0.0000667 0.4745709 3.9082000 0.000004375 7188.3721813 1643056499. 34.9228358 0.0001528 -0.0000835 0.5310042 4.3965785 0.000005000 8193.2010716 1638640214. 33.9599024 0.0001698 -0.0001002 0.5868088 4.8850359 0.000005625 8193.2010716 1456569079. 28.7247030 0.0001616 -0.0001422 0.5590852 4.6416734 C 0.000006250 8193.2010716 1310912171. 27.6733465 0.0001730 -0.0001645 0.5960941 4.9668565 C 0.000006875 8193.2010716 1191738338. 26.7816517 0.0001841 -0.0001871 0.6321139 -5.3728270 C 0.000007500 8193.2010716 1092426810. 26.0132952 0.0001951 -0.0002099 0.6672477 -6.0283834 C 0.000008125 8193.2010716 1008393978. 25.3447966 0.0002059 -0.0002328 0.7016397 -6.6882635 C 0.000008750 8193.2010716 936365837. 24.7571845 0.0002166 -0.0002559 0.7353682 -7.3518519 C 0.000009375 8193.2010716 873941448. 24.2359100 0.0002272 -0.0002790 0.7684907 -8.0187057 C 0.0000100 8193.2010716 819320107. 23.7703597 0.0002377 -0.0003023 0.8010725 -8.6882957 C 0.0000106 8193.2010716 771124807. 23.3525255 0.0002481 -0.0003256 0.8331807 -9.3600593 C 0.0000113 8193.2010716 728284540. 22.9756064 0.0002585 -0.0003490 0.8648607 -10.0336209 C 0.0000119 8290.3575283 698135371. 22.6308607 0.0002687 -0.0003725 0.8960333 -10.7097661 C 0.0000125 8545.4827994 683638624. 22.3182608 0.0002790 -0.0003960 0.9268879 -11.3867554 C 0.0000131 8798.5675053 670367048. 22.0306338 0.0002892 -0.0004196 0.9573237 -12.0655712 C 0.0000138 9050.4823307 658216897. 21.7669873 0.0002993 -0.0004432 0.9874447 -12.7452513 C 0.0000144 9300.7952968 647011847. 21.5227532 0.0003094 -0.0004669 1.0171912 -13.4263960 C 0.0000150 9550.5226968 636701513. 21.2985901 0.0003195 -0.0004905 1.0467037 -14.1076632 C 0.0000156 9798.3866946 627096748. 21.0877939 0.0003295 -0.0005143 1.0757850 -14.7909996 C 0.0000163 10046. 618210948. 20.8937659 0.0003395 -0.0005380 1.1046745 -15.4740753 C 0.0000169 10293. 609926742. 20.7124403 0.0003495 -0.0005617 1.1332638 -16.1579682 C 0.0000175 10538. 602168344. 20.5417648 0.0003595 -0.0005855 1.1615200 -16.8430293 C 0.0000181 10783. 594927549. 20.3833551 0.0003694 -0.0006093 1.1895863 -17.5278302 C 0.0000188 11028. 588146283. 20.2355668 0.0003794 -0.0006331 1.2174400 -18.2125980 C 0.0000194 11271. 581730838. 20.0940473 0.0003893 -0.0006569 1.2449000 -18.8992009 C 0.0000200 11514. 575700830. 19.9618229 0.0003992 -0.0006808 1.2721719 -19.5855427 C 0.0000206 11757. 570021157. 19.8380504 0.0004092 -0.0007046 1.2992553 -20.2716223 C 0.0000213 11999. 564660844. 19.7219857 0.0004191 -0.0007284 1.3261496 -20.9574388 C 0.0000219 12240. 559553544. 19.6099117 0.0004290 -0.0007523 1.3526724 -21.6449310 C 0.0000225 12481. 554711814. 19.5041131 0.0004388 -0.0007762 1.3789863 -22.3323911 C 0.0000231 12721. 550118491. 19.4044293 0.0004487 -0.0008000 1.4051128 -23.0195858 C 0.0000238 12962. 545753909. 19.3103790 0.0004586 -0.0008239 1.4310515 -23.7065139 C 0.0000244 13202. 541600420. 19.2215306 0.0004685 -0.0008477 1.4568019 -24.3931742 C 0.0000256 13679. 533825679. 19.0542367 0.0004883 -0.0008955 1.5074909 -25.7684266 C 0.0000269 14155. 526712281. 18.9023688 0.0005080 -0.0009432 1.5573241 -27.1437850 C 0.0000281 14630. 520187338. 18.7653448 0.0005278 -0.0009910 1.6064058 -28.5180468 C

Page 6

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 0.0000294 15104. 514175366. 18.6412817 0.0005476 -0.0010387 1.6547321 -29.8912018 C 0.0000306 15575. 508583969. 18.5251350 0.0005673 -0.0010864 1.7020419 -31.2663207 C 0.0000319 16046. 503389359. 18.4189734 0.0005871 -0.0011341 1.7485711 -32.6406301 C 0.0000331 16514. 498549184. 18.3220188 0.0006069 -0.0011818 1.7943432 -34.0137918 C 0.0000344 16982. 494024456. 18.2332782 0.0006268 -0.0012295 1.8393538 -35.3857945 C 0.0000356 17448. 489781648. 18.1518980 0.0006467 -0.0012771 1.8835987 -36.7566265 C 0.0000369 17913. 485788926. 18.0766840 0.0006666 -0.0013247 1.9270363 -38.1267646 C 0.0000381 18377. 482011832. 18.0054536 0.0006865 -0.0013723 1.9695342 -39.4979515 C 0.0000394 18839. 478442103. 17.9398194 0.0007064 -0.0014199 2.0112625 -40.8679124 C 0.0000406 19299. 475060297. 17.8792758 0.0007263 -0.0014674 2.0522165 -42.2366343 C 0.0000419 19759. 471849289. 17.8233782 0.0007464 -0.0015149 2.0923917 -43.6041037 C 0.0000431 20217. 468793933. 17.7717335 0.0007664 -0.0015623 2.1317830 -44.9703069 C 0.0000444 20673. 465880785. 17.7239933 0.0007865 -0.0016097 2.1703858 -46.3352298 C 0.0000456 21129. 463097869. 17.6798473 0.0008066 -0.0016571 2.2081950 -47.6988582 C 0.0000469 21583. 460434482. 17.6390188 0.0008268 -0.0017044 2.2452055 -49.0611774 C 0.0000481 22036. 457881027. 17.6012601 0.0008471 -0.0017517 2.2814124 -50.4221725 C 0.0000494 22487. 455428872. 17.5663486 0.0008673 -0.0017989 2.3168103 -51.7818283 C 0.0000506 22937. 453068183. 17.5334899 0.0008876 -0.0018461 2.3513427 -53.1410012 C 0.0000519 23385. 450792355. 17.5025715 0.0009079 -0.0018933 2.3850103 -54.4996377 C 0.0000531 23832. 448597133. 17.4740321 0.0009283 -0.0019404 2.4178602 -55.8568504 C 0.0000544 24277. 446476677. 17.4477190 0.0009487 -0.0019875 2.4498866 -57.2126217 C 0.0000556 24721. 444425667. 17.4234934 0.0009692 -0.0020346 2.4810839 -58.5669334 C 0.0000569 25164. 442439245. 17.4012289 0.0009897 -0.0020816 2.5114461 -59.9197667 C 0.0000581 25605. 440512964. 17.3808102 0.0010103 -0.0021285 2.5409673 -60.0000000 CY 0.0000594 26044. 438642747. 17.3621323 0.0010309 -0.0021754 2.5696413 -60.0000000 CY 0.0000606 26483. 436824846. 17.3450987 0.0010515 -0.0022222 2.5974619 -60.0000000 CY 0.0000619 26919. 435055811. 17.3296212 0.0010723 -0.0022690 2.6244228 -60.0000000 CY 0.0000631 27354. 433332457. 17.3156189 0.0010930 -0.0023157 2.6505175 -60.0000000 CY 0.0000644 27788. 431651842. 17.3030172 0.0011139 -0.0023624 2.6757393 -60.0000000 CY 0.0000656 28219. 430011242. 17.2917479 0.0011348 -0.0024090 2.7000816 -60.0000000 CY 0.0000669 28650. 428408129. 17.2817478 0.0011557 -0.0024555 2.7235374 -60.0000000 CY 0.0000681 29075. 426790177. 17.2723034 0.0011767 -0.0025021 2.7460520 -60.0000000 CY 0.0000694 29478. 424903544. 17.2599904 0.0011974 -0.0025488 2.7673829 -60.0000000 CY 0.0000706 29840. 422507743. 17.2413867 0.0012177 -0.0025961 2.7873138 -60.0000000 CY 0.0000719 30164. 419678762. 17.2172689 0.0012375 -0.0026438 2.8059388 -60.0000000 CY 0.0000731 30463. 416582490. 17.1897330 0.0012570 -0.0026918 2.8234341 -60.0000000 CY 0.0000744 30739. 413296270. 17.1597319 0.0012763 -0.0027400 2.8398892 -60.0000000 CY 0.0000794 31694. 399296613. 17.0282563 0.0013516 -0.0029346 2.8965328 -60.0000000 CY 0.0000844 32480. 384951073. 16.8861135 0.0014248 -0.0031315 2.9397119 -60.0000000 CY 0.0000894 33138. 370771913. 16.7435985 0.0014965 -0.0033298 2.9707755 -60.0000000 CY 0.0000944 33686. 356932739. 16.6026165 0.0015669 -0.0035294 2.9904498 -60.0000000 CY 0.0000994 34175. 343894926. 16.4725906 0.0016370 -0.0037293 2.9993830 -60.0000000 CY 0.0001044 34595. 331449752. 16.3427102 0.0017058 -0.0039305 2.9998290 -60.0000000 CY 0.0001094 34944. 319484819. 16.2166707 0.0017737 -0.0041326 2.9999365 -60.0000000 CY 0.0001144 35278. 308441980. 16.1064500 0.0018422 -0.0043341 2.9999359 -60.0000000 CY 0.0001194 35571. 297974506. 16.0026715 0.0019103 -0.0045359 2.9998005 -60.0000000 CY 0.0001244 35804. 287869817. 15.8971897 0.0019772 -0.0047390 2.9992552 -60.0000000 CY 0.0001294 36022. 278432390. 15.7980922 0.0020439 -0.0049424 2.9978446 -60.0000000 CY 0.0001344 36235. 269655363. 15.7101488 0.0021111 -0.0051452 2.9987877 60.0000000 CY 0.0001394 36432. 261395619. 15.6293016 0.0021783 -0.0053479 2.9995640 60.0000000 CY 0.0001444 36591. 253444904. 15.5474802 0.0022447 -0.0055516 2.9970099 60.0000000 CY 0.0001494 36725. 245860797. 15.4675263 0.0023105 -0.0057558 2.9999144 60.0000000 CY 0.0001544 36855. 238739052. 15.3952024 0.0023766 -0.0059596 2.9973153 60.0000000 CY 0.0001594 36981. 232034539. 15.3246406 0.0024424 -0.0061639 2.9999132 60.0000000 CY 0.0001644 37102. 225718428. 15.2603691 0.0025084 -0.0063678 2.9963292 60.0000000 CY 0.0001694 37219. 219745888. 15.2006904 0.0025746 -0.0065716 2.9995813 60.0000000 CY

Page 7

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 0.0001744 37321. 214028814. 15.1418325 0.0026404 -0.0067759 2.9962420 60.0000000 CY 0.0001794 37409. 208551497. 15.0836080 0.0027056 -0.0069806 2.9980305 60.0000000 CY 0.0001844 37482. 203293579. 15.0251353 0.0027703 -0.0071860 2.9999231 60.0000000 CY 0.0001894 37552. 198292549. 14.9705068 0.0028350 -0.0073912 2.9947111 60.0000000 CY 0.0001944 37620. 193540998. 14.9196234 0.0029000 -0.0075962 2.9976636 60.0000000 CY 0.0001994 37687. 189023209. 14.8722153 0.0029651 -0.0078011 2.9997736 60.0000000 CY 0.0002044 37751. 184716189. 14.8262456 0.0030301 -0.0080061 2.9964639 60.0000000 CY 0.0002094 37814. 180606335. 14.7814833 0.0030949 -0.0082114 2.9952459 60.0000000 CY 0.0002144 37877. 176683653. 14.7394062 0.0031598 -0.0084165 2.9984947 60.0000000 CY 0.0002194 37938. 172936031. 14.6999103 0.0032248 -0.0086215 2.9999279 60.0000000 CY 0.0002244 37992. 169321646. 14.6604452 0.0032894 -0.0088268 2.9958073 60.0000000 CY 0.0002294 38040. 165842983. 14.6215376 0.0033538 -0.0090324 2.9935492 60.0000000 CY 0.0002344 38084. 162493443. 14.5830123 0.0034179 -0.0092384 2.9970964 60.0000000 CY 0.0002394 38120. 159249562. 14.5432151 0.0034813 -0.0094450 2.9992056 60.0000000 CY 0.0002444 38156. 156136943. 14.5055222 0.0035448 -0.0096515 2.9999944 60.0000000 CY 0.0002494 38188. 153134961. 14.4689382 0.0036082 -0.0098581 2.9954247 60.0000000 CY 0.0002544 38218. 150242097. 14.4351989 0.0036720 -0.0100643 2.9907468 60.0000000 CY 0.0002594 38247. 147457169. 14.4035874 0.0037359 -0.0102703 2.9947100 60.0000000 CY 0.0002644 38275. 144776590. 14.3735353 0.0038000 -0.0104762 2.9975823 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 1028.1560732 1645049717. 101.3310195 0.0000633 0.0000296 0.2275107 1.8317310 0.000001250 2056.2307041 1644984563. 64.2140635 0.0000803 0.0000128 0.2863978 2.3179723 0.000001875 3084.1583480 1644884452. 51.8633176 0.0000972 -0.000004006 0.3447925 2.8053866 0.000002500 4110.6775941 1644271038. 45.7019008 0.0001143 -0.0000207 0.4026714 3.2938128 0.000003125 5132.9532576 1642545042. 42.0115719 0.0001313 -0.0000375 0.4599813 3.7828300 0.000003750 6149.6385612 1639903616. 39.5545041 0.0001483 -0.0000542 0.5166913 4.2721898 0.000004375 7160.2024213 1636617696. 37.8012024 0.0001654 -0.0000709 0.5727864 4.7617713 0.000005000 8164.4101884 1632882038. 36.4873159 0.0001824 -0.0000876 0.6282584 5.2515108 0.000005625 9162.1464581 1628826037. 35.4661518 0.0001995 -0.0001043 0.6831028 5.7413723 0.000006250 9162.1464581 1465943433. 31.0721890 0.0001942 -0.0001433 0.6654303 5.5828968 C 0.000006875 9162.1464581 1332675848. 29.9911747 0.0002062 -0.0001651 0.7035693 5.9256592 C 0.000007500 9162.1464581 1221619528. 29.0578446 0.0002179 -0.0001871 0.7406177 6.2613562 C 0.000008125 9162.1464581 1127648795. 28.2440849 0.0002295 -0.0002093 0.7767479 6.5913937 C 0.000008750 9162.1464581 1047102452. 27.5257388 0.0002409 -0.0002316 0.8120149 6.9161437 C 0.000009375 9162.1464581 977295622. 26.8879548 0.0002521 -0.0002542 0.8465560 -7.2976811 C 0.0000100 9162.1464581 916214646. 26.3170164 0.0002632 -0.0002768 0.8804248 -7.9497653 C 0.0000106 9162.1464581 862319667. 25.8022387 0.0002741 -0.0002996 0.9136668 -8.6052415 C 0.0000113 9162.1464581 814413018. 25.3355387 0.0002850 -0.0003225 0.9463344 -9.2636930 C 0.0000119 9428.6838605 793994430. 24.9107478 0.0002958 -0.0003454 0.9784858 -9.9246300 C 0.0000125 9695.0523272 775604186. 24.5230838 0.0003065 -0.0003685 1.0101834 -10.5875071 C 0.0000131 9957.7587664 758686382. 24.1653012 0.0003172 -0.0003916 1.0413563 -11.2530634 C 0.0000138 10218. 743136112. 23.8359572 0.0003277 -0.0004148 1.0721177 -11.9202495 C 0.0000144 10477. 728818718. 23.5328024 0.0003383 -0.0004380 1.1025327 -12.5884567 C 0.0000150 10733. 715503955. 23.2494579 0.0003487 -0.0004613 1.1324689 -13.2590358 C 0.0000156 10988. 703202636. 22.9883886 0.0003592 -0.0004846 1.1621495 -13.9297926 C 0.0000163 11240. 691688827. 22.7424951 0.0003696 -0.0005079 1.1913649 -14.6028617 C 0.0000169 11492. 680982321. 22.5144254 0.0003799 -0.0005313 1.2203276 -15.2761218 C 0.0000175 11742. 670952244. 22.3001888 0.0003903 -0.0005547 1.2489358 -15.9506291 C 0.0000181 11990. 661532866. 22.0985181 0.0004005 -0.0005782 1.2772008 -16.6262976 C

Page 8

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 0.0000188 12239. 652722324. 21.9108075 0.0004108 -0.0006017 1.3052625 -17.3016858 C 0.0000194 12485. 644383372. 21.7318035 0.0004211 -0.0006252 1.3329132 -17.9789866 C 0.0000200 12731. 636525818. 21.5633560 0.0004313 -0.0006487 1.3603022 -18.6566535 C 0.0000206 12976. 629127462. 21.4055831 0.0004415 -0.0006723 1.3874902 -19.3340418 C 0.0000213 13220. 622109043. 21.2553783 0.0004517 -0.0006958 1.4143537 -20.0124856 C 0.0000219 13463. 615437924. 21.1120672 0.0004618 -0.0007194 1.4408938 -20.6920010 C 0.0000225 13705. 609122149. 20.9771438 0.0004720 -0.0007430 1.4672350 -21.3712386 C 0.0000231 13947. 603132838. 20.8499296 0.0004822 -0.0007666 1.4933768 -22.0501971 C 0.0000238 14189. 597415703. 20.7280012 0.0004923 -0.0007902 1.5192074 -22.7301266 C 0.0000244 14429. 591950979. 20.6110075 0.0005024 -0.0008139 1.5447324 -23.4109878 C 0.0000256 14908. 581781539. 20.3952722 0.0005226 -0.0008611 1.5951896 -24.7718695 C 0.0000269 15386. 572486754. 20.1995338 0.0005429 -0.0009084 1.6447519 -26.1328070 C 0.0000281 15860. 563914905. 20.0184929 0.0005630 -0.0009557 1.6932399 -27.4959479 C 0.0000294 16333. 556026646. 19.8542011 0.0005832 -0.0010030 1.7409384 -28.8579461 C 0.0000306 16805. 548735880. 19.7044428 0.0006034 -0.0010503 1.7878303 -30.2189479 C 0.0000319 17274. 541925484. 19.5633579 0.0006236 -0.0010977 1.8336081 -31.5827897 C 0.0000331 17741. 535588433. 19.4341439 0.0006438 -0.0011450 1.8785958 -32.9454567 C 0.0000344 18208. 529672729. 19.3155171 0.0006640 -0.0011923 1.9227887 -34.3069375 C 0.0000356 18672. 524133666. 19.2063742 0.0006842 -0.0012395 1.9661823 -35.6672208 C 0.0000369 19135. 518912723. 19.1035456 0.0007044 -0.0012868 2.0085993 -37.0286646 C 0.0000381 19596. 513987821. 19.0074053 0.0007247 -0.0013341 2.0501235 -38.3901687 C 0.0000394 20055. 509340715. 18.9184572 0.0007449 -0.0013813 2.0908461 -39.7504303 C 0.0000406 20513. 504945438. 18.8360486 0.0007652 -0.0014285 2.1307621 -41.1094364 C 0.0000419 20970. 500779120. 18.7596045 0.0007856 -0.0014757 2.1698666 -42.4671740 C 0.0000431 21425. 496821535. 18.6886170 0.0008059 -0.0015228 2.2081545 -43.8236295 C 0.0000444 21879. 493052969. 18.6223689 0.0008264 -0.0015699 2.2455990 -45.1791326 C 0.0000456 22331. 489446525. 18.5587574 0.0008467 -0.0016170 2.2820552 -46.5359503 C 0.0000469 22781. 486002011. 18.4995276 0.0008672 -0.0016641 2.3176898 -47.8914233 C 0.0000481 23230. 482706506. 18.4443493 0.0008876 -0.0017111 2.3524974 -49.2455361 C 0.0000494 23678. 479548391. 18.3929258 0.0009082 -0.0017581 2.3864726 -50.5982730 C 0.0000506 24124. 476517192. 18.3449899 0.0009287 -0.0018050 2.4196097 -51.9496179 C 0.0000519 24568. 473603434. 18.3003004 0.0009493 -0.0018519 2.4519033 -53.2995542 C 0.0000531 25011. 470798531. 18.2586391 0.0009700 -0.0018988 2.4833474 -54.6480652 C 0.0000544 25453. 468094680. 18.2198082 0.0009907 -0.0019455 2.5139363 -55.9951335 C 0.0000556 25893. 465484774. 18.1836278 0.0010115 -0.0019923 2.5436640 -57.3407415 C 0.0000569 26331. 462962324. 18.1499340 0.0010323 -0.0020390 2.5725243 -58.6848712 C 0.0000581 26768. 460521393. 18.1185774 0.0010531 -0.0020856 2.6005112 -60.0000000 CY 0.0000594 27203. 458156459. 18.0893988 0.0010741 -0.0021322 2.6276165 -60.0000000 CY 0.0000606 27636. 455859026. 18.0612572 0.0010950 -0.0021788 2.6537572 -60.0000000 CY 0.0000619 28068. 453628564. 18.0351429 0.0011159 -0.0022253 2.6790128 -60.0000000 CY 0.0000631 28498. 451460795. 18.0109474 0.0011369 -0.0022718 2.7033766 -60.0000000 CY 0.0000644 28927. 449351765. 17.9885709 0.0011580 -0.0023182 2.7268416 -60.0000000 CY 0.0000656 29354. 447297817. 17.9679214 0.0011791 -0.0023646 2.7494009 -60.0000000 CY 0.0000669 29779. 445295559. 17.9489141 0.0012003 -0.0024109 2.7710470 -60.0000000 CY 0.0000681 30203. 443341842. 17.9314710 0.0012216 -0.0024572 2.7917728 -60.0000000 CY 0.0000694 30623. 441416336. 17.9152916 0.0012429 -0.0025034 2.8115560 -60.0000000 CY 0.0000706 31026. 439312853. 17.8976087 0.0012640 -0.0025497 2.8302238 -60.0000000 CY 0.0000719 31391. 436746449. 17.8744367 0.0012847 -0.0025965 2.8475551 -60.0000000 CY 0.0000731 31717. 433739017. 17.8458044 0.0013050 -0.0026438 2.8635956 -60.0000000 CY 0.0000744 32017. 430479273. 17.8141150 0.0013249 -0.0026913 2.8785239 -60.0000000 CY 0.0000794 33032. 416152446. 17.6718175 0.0014027 -0.0028835 2.9284434 -60.0000000 CY 0.0000844 33858. 401275675. 17.5223505 0.0014784 -0.0030778 2.9644236 -60.0000000 CY 0.0000894 34528. 386332609. 17.3655890 0.0015520 -0.0032742 2.9874538 -60.0000000 CY 0.0000944 35124. 372170183. 17.2205216 0.0016252 -0.0034711 2.9987116 -60.0000000 CY 0.0000994 35604. 358278133. 17.0764490 0.0016970 -0.0036693 2.9996720 -60.0000000 CY 0.0001044 36054. 345430509. 16.9467655 0.0017688 -0.0038674 2.9999642 -60.0000000 CY

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Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 0.0001094 36413. 332923353. 16.8144854 0.0018391 -0.0040672 2.9999984 -60.0000000 CY 0.0001144 36738. 321205245. 16.6941009 0.0019094 -0.0042669 2.9999950 -60.0000000 CY 0.0001194 37047. 310343341. 16.5878629 0.0019802 -0.0044661 2.9999294 -60.0000000 CY 0.0001244 37305. 299942910. 16.4843406 0.0020502 -0.0046660 2.9995559 -60.0000000 CY 0.0001294 37516. 289979787. 16.3778195 0.0021189 -0.0048674 2.9983209 60.0000000 CY 0.0001344 37720. 280709237. 16.2818895 0.0021879 -0.0050684 2.9979018 60.0000000 CY 0.0001394 37919. 272064705. 16.1963744 0.0022574 -0.0052689 2.9997151 60.0000000 CY 0.0001444 38101. 263905222. 16.1166733 0.0023268 -0.0054694 2.9974787 60.0000000 CY 0.0001494 38251. 256071066. 16.0364147 0.0023954 -0.0056708 2.9999781 60.0000000 CY 0.0001544 38376. 248589110. 15.9581783 0.0024635 -0.0058727 2.9976909 60.0000000 CY 0.0001594 38496. 241546367. 15.8830528 0.0025314 -0.0060749 2.9999615 60.0000000 CY 0.0001644 38613. 234907850. 15.8127555 0.0025992 -0.0062770 2.9965862 60.0000000 CY 0.0001694 38728. 228650095. 15.7482581 0.0026674 -0.0064789 2.9996351 60.0000000 CY 0.0001744 38838. 222727611. 15.6886781 0.0027357 -0.0066805 2.9959940 60.0000000 CY 0.0001794 38941. 217090882. 15.6319343 0.0028040 -0.0068823 2.9981686 60.0000000 CY 0.0001844 39029. 211680380. 15.5748953 0.0028716 -0.0070846 2.9999530 60.0000000 CY 0.0001894 39101. 206471568. 15.5174498 0.0029386 -0.0072876 2.9944380 60.0000000 CY 0.0001944 39168. 201505833. 15.4626395 0.0030056 -0.0074907 2.9977233 60.0000000 CY 0.0001994 39232. 196775817. 15.4108181 0.0030725 -0.0076937 2.9997646 60.0000000 CY 0.0002044 39294. 192265715. 15.3599864 0.0031392 -0.0078971 2.9967296 60.0000000 CY 0.0002094 39355. 187962502. 15.3106342 0.0032057 -0.0081006 2.9949080 60.0000000 CY 0.0002144 39414. 183857307. 15.2642708 0.0032723 -0.0083040 2.9982159 60.0000000 CY 0.0002194 39474. 179936536. 15.2207056 0.0033390 -0.0085072 2.9998321 60.0000000 CY 0.0002244 39532. 176184970. 15.1799089 0.0034060 -0.0087103 2.9967644 60.0000000 CY 0.0002294 39589. 172593137. 15.1416056 0.0034731 -0.0089131 2.9927470 60.0000000 CY 0.0002344 39640. 169128933. 15.1043912 0.0035401 -0.0091162 2.9965762 60.0000000 CY 0.0002394 39683. 165777108. 15.0678126 0.0036069 -0.0093194 2.9989699 60.0000000 CY 0.0002444 39726. 162560732. 15.0332436 0.0036737 -0.0095225 2.9999693 60.0000000 CY 0.0002494 39758. 159428846. 14.9963117 0.0037397 -0.0097265 2.9960788 60.0000000 CY 0.0002544 39784. 156400086. 14.9640395 0.0038065 -0.0099298 2.9909021 60.0000000 CY

-------------------------------------------------------------------------------- Summary of Results for Nominal (Unfactored) Moment Capacity for Section 1--------------------------------------------------------------------------------

Moment values interpolated at maximum compressive strain = 0.003or maximum developed moment if pile fails at smaller strains.

Load Axial Thrust Nominal Mom. Cap. Max. Comp. No. kips in-kip Strain ---- ---------------- ------------------ ------------ 1 308.400 37721.302 0.00300000 2 420.000 39162.128 0.00300000

Note note that the values of moment capacity in the table above are not factored by a strength reduction factor (phi-factor).

In ACI 318-08, the value of the strength reduction factor depends on whether the transverse reinforcing steel bars are spirals or tied hoops.

The above values should be multiplied by the appropriate strength reduction factor to compute ultimate moment capacity according to ACI 318-08, Section 9.3.2.2 or the value required by the design standard being followed.

Page 10


-------------------------------------------------------------------------------- Computed Values of Pile Loading and Deflection for Lateral Loading for Load Case Number 1--------------------------------------------------------------------------------

Pile-head conditions are Shear and Moment (BC Type 1)

Horizontal shear force at pile head = 31200.000 lbsApplied moment at pile head = 0.000 in-lbsAxial thrust load on pile head = 308400.000 lbs

Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.7124 1.971E-05 31200. -0.002518 0.000 1.657E+12 0.000 0.000 0.000 4.320 0.7016 138138. 31200. -0.002517 0.000 1.657E+12 0.000 0.000 0.000 8.640 0.6907 276276. 31200. -0.002517 0.000 1.657E+12 0.000 0.000 0.000 12.960 0.6798 414412. 31200. -0.002516 0.000 1.657E+12 0.000 0.000 0.000 17.280 0.6690 552547. 31200. -0.002515 0.000 1.657E+12 0.000 0.000 0.000 21.600 0.6581 690681. 31200. -0.002513 0.000 1.657E+12 0.000 0.000 0.000 25.920 0.6472 828811. 31200. -0.002511 0.000 1.657E+12 0.000 0.000 0.000 30.240 0.6364 966939. 31200. -0.002509 0.000 1.657E+12 0.000 0.000 0.000 34.560 0.6256 1105064. 31200. -0.002506 0.000 1.657E+12 0.000 0.000 0.000 38.880 0.6147 1243185. 31200. -0.002503 0.000 1.657E+12 0.000 0.000 0.000 43.200 0.6039 1381301. 31200. -0.002499 0.000 1.657E+12 0.000 0.000 0.000 47.520 0.5932 1519413. 31200. -0.002496 0.000 1.657E+12 0.000 0.000 0.000 51.840 0.5824 1657519. 31200. -0.002492 0.000 1.657E+12 0.000 0.000 0.000 56.160 0.5716 1795620. 31200. -0.002487 0.000 1.657E+12 0.000 0.000 0.000 60.480 0.5609 1933714. 31200. -0.002482 0.000 1.657E+12 0.000 0.000 0.000 64.800 0.5502 2071802. 31200. -0.002477 0.000 1.657E+12 0.000 0.000 0.000 69.120 0.5395 2209882. 31200. -0.002471 0.000 1.656E+12 0.000 0.000 0.000 73.440 0.5288 2347955. 31200. -0.002465 0.000 1.656E+12 0.000 0.000 0.000 77.760 0.5182 2486020. 31200. -0.002459 0.000 1.656E+12 0.000 0.000 0.000 82.080 0.5076 2624076. 31200. -0.002452 0.000 1.656E+12 0.000 0.000 0.000 86.400 0.4970 2762122. 31200. -0.002445 0.000 1.656E+12 0.000 0.000 0.000 90.720 0.4864 2900160. 31200. -0.002438 0.000 1.656E+12 0.000 0.000 0.000 95.040 0.4759 3038187. 31200. -0.002430 0.000 1.656E+12 0.000 0.000 0.000 99.360 0.4655 3176204. 31200. -0.002422 0.000 1.656E+12 0.000 0.000 0.000 103.680 0.4550 3314209. 31200. -0.002414 0.000 1.655E+12 0.000 0.000 0.000 108.000 0.4446 3452203. 31200. -0.002405 0.000 1.655E+12 0.000 0.000 0.000 112.320 0.4342 3590185. 31200. -0.002396 0.000 1.655E+12 0.000 0.000 0.000 116.640 0.4239 3728155. 31200. -0.002386 0.000 1.655E+12 0.000 0.000 0.000 120.960 0.4136 3866111. 31200. -0.002376 0.000 1.654E+12 0.000 0.000 0.000 125.280 0.4034 4004055. 31200. -0.002366 0.000 1.654E+12 0.000 0.000 0.000 129.600 0.3932 4141984. 31200. -0.002355 0.000 1.654E+12 0.000 0.000 0.000 133.920 0.3830 4279899. 31200. -0.002344 0.000 1.653E+12 0.000 0.000 0.000 138.240 0.3729 4417798. 31200. -0.002333 0.000 1.653E+12 0.000 0.000 0.000 142.560 0.3629 4555683. 31200. -0.002321 0.000 1.653E+12 0.000 0.000 0.000 146.880 0.3529 4693552. 31200. -0.002309 0.000 1.652E+12 0.000 0.000 0.000 151.200 0.3429 4831404. 31200. -0.002297 0.000 1.652E+12 0.000 0.000 0.000 155.520 0.3330 4969239. 31200. -0.002284 0.000 1.651E+12 0.000 0.000 0.000 159.840 0.3232 5107058. 31200. -0.002271 0.000 1.651E+12 0.000 0.000 0.000 164.160 0.3134 5244858. 31200. -0.002257 0.000 1.651E+12 0.000 0.000 0.000

Page 11

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 168.480 0.3037 5382640. 31200. -0.002243 0.000 1.650E+12 0.000 0.000 0.000 172.800 0.2940 5520403. 31200. -0.002229 0.000 1.649E+12 0.000 0.000 0.000 177.120 0.2844 5658147. 31200. -0.002214 0.000 1.649E+12 0.000 0.000 0.000 181.440 0.2749 5795871. 31200. -0.002199 0.000 1.648E+12 0.000 0.000 0.000 185.760 0.2654 5933576. 31200. -0.002184 0.000 1.648E+12 0.000 0.000 0.000 190.080 0.2560 6071259. 31200. -0.002168 0.000 1.648E+12 0.000 0.000 0.000 194.400 0.2467 6208921. 31200. -0.002152 0.000 1.647E+12 0.000 0.000 0.000 198.720 0.2374 6346561. 31200. -0.002136 0.000 1.646E+12 0.000 0.000 0.000 203.040 0.2282 6484180. 31200. -0.002119 0.000 1.646E+12 0.000 0.000 0.000 207.360 0.2191 6621775. 31200. -0.002102 0.000 1.645E+12 0.000 0.000 0.000 211.680 0.2101 6759347. 31200. -0.002084 0.000 1.645E+12 0.000 0.000 0.000 216.000 0.2011 6896896. 31200. -0.002066 0.000 1.644E+12 0.000 0.000 0.000 220.320 0.1922 7034421. 31200. -0.002048 0.000 1.644E+12 0.000 0.000 0.000 224.640 0.1834 7171921. 31200. -0.002029 0.000 1.643E+12 0.000 0.000 0.000 228.960 0.1747 7309396. 31200. -0.002010 0.000 1.642E+12 0.000 0.000 0.000 233.280 0.1660 7446845. 31200. -0.001991 0.000 1.642E+12 0.000 0.000 0.000 237.600 0.1575 7584268. 31200. -0.001971 0.000 1.641E+12 0.000 0.000 0.000 241.920 0.1490 7721664. 31200. -0.001951 0.000 1.641E+12 0.000 0.000 0.000 246.240 0.1406 7859034. 31200. -0.001930 0.000 1.640E+12 0.000 0.000 0.000 250.560 0.1323 7996376. 31200. -0.001909 0.000 1.639E+12 0.000 0.000 0.000 254.880 0.1241 8133689. 31200. -0.001888 0.000 1.639E+12 0.000 0.000 0.000 259.200 0.1160 8270975. 31200. -0.001852 0.000 7.054E+11 0.000 0.000 0.000 263.520 0.1081 8408192. 31200. -0.001800 0.000 6.913E+11 0.000 0.000 0.000 267.840 0.1005 8545340. 31200. -0.001747 0.000 6.836E+11 0.000 0.000 0.000 272.160 0.0930 8682416. 31200. -0.001692 0.000 6.763E+11 0.000 0.000 0.000 276.480 0.0858 8819418. 31200. -0.001636 0.000 6.693E+11 0.000 0.000 0.000 280.800 0.0789 8956344. 31200. -0.001579 0.000 6.626E+11 0.000 0.000 0.000 285.120 0.0722 9093192. 31200. -0.001519 0.000 6.562E+11 0.000 0.000 0.000 289.440 0.0658 9229960. 31200. -0.001459 0.000 6.501E+11 0.000 0.000 0.000 293.760 0.0596 9366647. 31200. -0.001397 0.000 6.442E+11 0.000 0.000 0.000 298.080 0.0537 9503250. 31200. -0.001333 0.000 6.386E+11 0.000 0.000 0.000 302.400 0.0481 9639768. 31200. -0.001268 0.000 6.332E+11 0.000 0.000 0.000 306.720 0.0427 9776198. 31200. -0.001202 0.000 6.279E+11 0.000 0.000 0.000 311.040 0.0377 9912538. 31200. -0.001134 0.000 6.229E+11 0.000 0.000 0.000 315.360 0.0330 10048786. 31200. -0.001064 0.000 6.181E+11 0.000 0.000 0.000 319.680 0.0285 10184941. 31200. -0.000993 0.000 6.135E+11 0.000 0.000 0.000 324.000 0.0244 10321001. 31200. -0.000921 0.000 6.090E+11 0.000 0.000 0.000 328.320 0.0205 10456963. 31200. -0.000847 0.000 6.047E+11 0.000 0.000 0.000 332.640 0.0171 10592825. 31200. -0.000771 0.000 6.005E+11 0.000 0.000 0.000 336.960 0.0139 10728586. 31200. -0.000694 0.000 5.965E+11 0.000 0.000 0.000 341.280 0.0111 10864244. 31200. -0.000616 0.000 5.926E+11 0.000 0.000 0.000 345.600 0.008563 10999796. 31200. -0.000536 0.000 5.889E+11 0.000 0.000 0.000 349.920 0.006422 11135240. -10416. -0.000455 0.000 5.853E+11 -19267. 12960000. 0.000 354.240 0.004636 10911012. -82074. -0.000374 0.000 5.913E+11 -13908. 12960000. 0.000 358.560 0.003194 10427119. -132814. -0.000297 0.000 6.056E+11 -9582.6860 12960000. 0.000 362.880 0.002074 9764290. -166950. -0.000226 0.000 6.284E+11 -6221.1941 12960000. 0.000 367.200 0.001243 8985270. -188444. -0.000163 0.000 6.613E+11 -3729.6884 12960000. 0.000 371.520 0.000666 8136566. -200818. -0.000123 0.000 1.639E+12 -1998.9482 12960000. 0.000 375.840 0.000182 7250529. -206316. -0.000103 0.000 1.643E+12 -546.1718 12960000. 0.000 380.160 -0.000220 6354274. -206071. -8.469E-05 0.000 1.646E+12 659.4961 12960000. 0.000 384.480 -0.000550 5470304. -201084. -6.919E-05 0.000 1.650E+12 1649.0783 12960000. 0.000 388.800 -0.000818 4617091. -192224. -5.600E-05 0.000 1.652E+12 2453.0032 12960000. 0.000 393.120 -0.001033 3809640. -180228. -4.499E-05 0.000 1.654E+12 3100.4876 12960000. 0.000 397.440 -0.001206 3060039. -165714. -3.602E-05 0.000 1.656E+12 3619.0559 12960000. 0.000 401.760 -0.001345 2377968. -149183. -2.893E-05 0.000 1.656E+12 4034.1674 12960000. 0.000 406.080 -0.001456 1771175. -131032. -2.352E-05 0.000 1.657E+12 4368.8972 12960000. 0.000

Page 12

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 410.400 -0.001548 1245911. -111565. -1.958E-05 0.000 1.657E+12 4643.7646 12960000. 0.000 414.720 -0.001626 807306. -91001. -1.691E-05 0.000 1.657E+12 4876.5232 12960000. 0.000 419.040 -0.001694 459705. -69491. -1.526E-05 0.000 1.657E+12 5081.9972 12960000. 0.000 423.360 -0.001757 206946. -47126. -1.439E-05 0.000 1.657E+12 5271.9344 12960000. 0.000 427.680 -0.001818 52572. -23956. -1.405E-05 0.000 1.657E+12 5454.8775 12960000. 0.000 432.000 -0.001879 0.000 0.000 -1.398E-05 0.000 1.657E+12 5636.0438 6480000. 0.000

* This analysis makes computations of pile response using nonlinear moment-curvature relationships. The above values of total stress are computed for combined axial stress and do not equal the actual stresses in concrete and steel in the range of nonlinear bending.

Output Summary for Load Case No. 1:

Pile-head deflection = 0.7124399 inchesComputed slope at pile head = -0.0025175 radiansMaximum bending moment = 11135240. inch-lbsMaximum shear force = -206316. lbsDepth of maximum bending moment = 349.9200000 inches below pile headDepth of maximum shear force = 375.8400000 inches below pile headNumber of iterations = 105Number of zero deflection points = 1




Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.5159 -0.000509 30000. -0.001864 0.000 1.645E+12 0.000 0.000 0.000 4.320 0.5079 132982. 30000. -0.001864 0.000 1.645E+12 0.000 0.000 0.000 8.640 0.4998 265963. 30000. -0.001863 0.000 1.645E+12 0.000 0.000 0.000 12.960 0.4918 398943. 30000. -0.001862 0.000 1.645E+12 0.000 0.000 0.000 17.280 0.4837 531920. 30000. -0.001861 0.000 1.645E+12 0.000 0.000 0.000 21.600 0.4757 664896. 30000. -0.001859 0.000 1.645E+12 0.000 0.000 0.000 25.920 0.4677 797868. 30000. -0.001858 0.000 1.645E+12 0.000 0.000 0.000 30.240 0.4596 930836. 30000. -0.001855 0.000 1.645E+12 0.000 0.000 0.000 34.560 0.4516 1063800. 30000. -0.001853 0.000 1.645E+12 0.000 0.000 0.000 38.880 0.4436 1196759. 30000. -0.001850 0.000 1.645E+12 0.000 0.000 0.000 43.200 0.4357 1329712. 30000. -0.001846 0.000 1.645E+12 0.000 0.000 0.000 47.520 0.4277 1462659. 30000. -0.001843 0.000 1.645E+12 0.000 0.000 0.000 51.840 0.4197 1595599. 30000. -0.001839 0.000 1.645E+12 0.000 0.000 0.000 56.160 0.4118 1728531. 30000. -0.001834 0.000 1.645E+12 0.000 0.000 0.000 60.480 0.4039 1861455. 30000. -0.001830 0.000 1.645E+12 0.000 0.000 0.000 64.800 0.3960 1994371. 30000. -0.001825 0.000 1.645E+12 0.000 0.000 0.000

Page 13

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 69.120 0.3881 2127276. 30000. -0.001819 0.000 1.645E+12 0.000 0.000 0.000 73.440 0.3803 2260172. 30000. -0.001813 0.000 1.645E+12 0.000 0.000 0.000 77.760 0.3725 2393056. 30000. -0.001807 0.000 1.645E+12 0.000 0.000 0.000 82.080 0.3647 2525930. 30000. -0.001801 0.000 1.645E+12 0.000 0.000 0.000 86.400 0.3569 2658791. 30000. -0.001794 0.000 1.645E+12 0.000 0.000 0.000 90.720 0.3492 2791640. 30000. -0.001787 0.000 1.645E+12 0.000 0.000 0.000 95.040 0.3415 2924475. 30000. -0.001779 0.000 1.645E+12 0.000 0.000 0.000 99.360 0.3338 3057297. 30000. -0.001771 0.000 1.645E+12 0.000 0.000 0.000 103.680 0.3262 3190103. 30000. -0.001763 0.000 1.645E+12 0.000 0.000 0.000 108.000 0.3186 3322895. 30000. -0.001755 0.000 1.645E+12 0.000 0.000 0.000 112.320 0.3110 3455671. 30000. -0.001746 0.000 1.645E+12 0.000 0.000 0.000 116.640 0.3035 3588430. 30000. -0.001737 0.000 1.645E+12 0.000 0.000 0.000 120.960 0.2960 3721172. 30000. -0.001727 0.000 1.644E+12 0.000 0.000 0.000 125.280 0.2886 3853897. 30000. -0.001717 0.000 1.644E+12 0.000 0.000 0.000 129.600 0.2812 3986603. 30000. -0.001707 0.000 1.644E+12 0.000 0.000 0.000 133.920 0.2738 4119290. 30000. -0.001696 0.000 1.644E+12 0.000 0.000 0.000 138.240 0.2665 4251958. 30000. -0.001685 0.000 1.644E+12 0.000 0.000 0.000 142.560 0.2592 4384605. 30000. -0.001674 0.000 1.644E+12 0.000 0.000 0.000 146.880 0.2520 4517231. 30000. -0.001662 0.000 1.643E+12 0.000 0.000 0.000 151.200 0.2449 4649836. 30000. -0.001650 0.000 1.643E+12 0.000 0.000 0.000 155.520 0.2378 4782418. 30000. -0.001638 0.000 1.643E+12 0.000 0.000 0.000 159.840 0.2307 4914978. 30000. -0.001625 0.000 1.643E+12 0.000 0.000 0.000 164.160 0.2237 5047514. 30000. -0.001612 0.000 1.643E+12 0.000 0.000 0.000 168.480 0.2168 5180027. 30000. -0.001598 0.000 1.642E+12 0.000 0.000 0.000 172.800 0.2099 5312514. 30000. -0.001584 0.000 1.642E+12 0.000 0.000 0.000 177.120 0.2031 5444976. 30000. -0.001570 0.000 1.642E+12 0.000 0.000 0.000 181.440 0.1964 5577412. 30000. -0.001556 0.000 1.641E+12 0.000 0.000 0.000 185.760 0.1897 5709822. 30000. -0.001541 0.000 1.641E+12 0.000 0.000 0.000 190.080 0.1831 5842204. 30000. -0.001526 0.000 1.641E+12 0.000 0.000 0.000 194.400 0.1765 5974559. 30000. -0.001510 0.000 1.640E+12 0.000 0.000 0.000 198.720 0.1700 6106884. 30000. -0.001494 0.000 1.640E+12 0.000 0.000 0.000 203.040 0.1636 6239181. 30000. -0.001478 0.000 1.640E+12 0.000 0.000 0.000 207.360 0.1572 6371448. 30000. -0.001461 0.000 1.639E+12 0.000 0.000 0.000 211.680 0.1510 6503684. 30000. -0.001444 0.000 1.639E+12 0.000 0.000 0.000 216.000 0.1448 6635889. 30000. -0.001427 0.000 1.638E+12 0.000 0.000 0.000 220.320 0.1386 6768063. 30000. -0.001409 0.000 1.638E+12 0.000 0.000 0.000 224.640 0.1326 6900204. 30000. -0.001391 0.000 1.637E+12 0.000 0.000 0.000 228.960 0.1266 7032312. 30000. -0.001373 0.000 1.637E+12 0.000 0.000 0.000 233.280 0.1207 7164386. 30000. -0.001354 0.000 1.637E+12 0.000 0.000 0.000 237.600 0.1149 7296426. 30000. -0.001335 0.000 1.636E+12 0.000 0.000 0.000 241.920 0.1092 7428431. 30000. -0.001316 0.000 1.636E+12 0.000 0.000 0.000 246.240 0.1035 7560401. 30000. -0.001296 0.000 1.635E+12 0.000 0.000 0.000 250.560 0.0980 7692334. 30000. -0.001276 0.000 1.635E+12 0.000 0.000 0.000 254.880 0.0925 7824230. 30000. -0.001255 0.000 1.634E+12 0.000 0.000 0.000 259.200 0.0871 7956089. 30000. -0.001234 0.000 1.634E+12 0.000 0.000 0.000 263.520 0.0819 8087910. 30000. -0.001213 0.000 1.633E+12 0.000 0.000 0.000 267.840 0.0767 8219691. 30000. -0.001192 0.000 1.633E+12 0.000 0.000 0.000 272.160 0.0716 8351434. 30000. -0.001170 0.000 1.632E+12 0.000 0.000 0.000 276.480 0.0666 8483136. 30000. -0.001147 0.000 1.631E+12 0.000 0.000 0.000 280.800 0.0616 8614797. 30000. -0.001125 0.000 1.631E+12 0.000 0.000 0.000 285.120 0.0568 8746418. 30000. -0.001102 0.000 1.630E+12 0.000 0.000 0.000 289.440 0.0521 8877996. 30000. -0.001078 0.000 1.630E+12 0.000 0.000 0.000 293.760 0.0475 9009531. 30000. -0.001055 0.000 1.629E+12 0.000 0.000 0.000 298.080 0.0430 9141023. 30000. -0.001031 0.000 1.629E+12 0.000 0.000 0.000 302.400 0.0386 9272471. 30000. -0.000994 0.000 8.061E+11 0.000 0.000 0.000 306.720 0.0344 9403829. 30000. -0.000943 0.000 7.958E+11 0.000 0.000 0.000

Page 14

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6o 311.040 0.0305 9535094. 30000. -0.000892 0.000 7.864E+11 0.000 0.000 0.000 315.360 0.0267 9666264. 30000. -0.000839 0.000 7.775E+11 0.000 0.000 0.000 319.680 0.0232 9797337. 30000. -0.000784 0.000 7.688E+11 0.000 0.000 0.000 324.000 0.0199 9928310. 30000. -0.000728 0.000 7.605E+11 0.000 0.000 0.000 328.320 0.0169 10059180. 30000. -0.000671 0.000 7.525E+11 0.000 0.000 0.000 332.640 0.0141 10189946. 30000. -0.000613 0.000 7.448E+11 0.000 0.000 0.000 336.960 0.0116 10320605. 30000. -0.000553 0.000 7.373E+11 0.000 0.000 0.000 341.280 0.009370 10451153. 30000. -0.000492 0.000 7.302E+11 0.000 0.000 0.000 345.600 0.007378 10581590. 30000. -0.000429 0.000 7.232E+11 0.000 0.000 0.000 349.920 0.005659 10711912. -6671.9773 -0.000366 0.000 7.165E+11 -16978. 12960000. 0.000 354.240 0.004219 10525271. -70686. -0.000302 0.000 7.262E+11 -12658. 12960000. 0.000 358.560 0.003050 10102283. -117792. -0.000242 0.000 7.499E+11 -9150.0954 12960000. 0.000 362.880 0.002132 9508428. -151372. -0.000186 0.000 7.883E+11 -6396.2390 12960000. 0.000 367.200 0.001439 8795109. -174514. -0.000149 0.000 1.630E+12 -4317.7054 12960000. 0.000 371.520 0.000847 8001168. -189329. -0.000126 0.000 1.633E+12 -2541.2272 12960000. 0.000 375.840 0.000346 7159764. -197062. -0.000106 0.000 1.637E+12 -1038.9968 12960000. 0.000 380.160 -7.277E-05 6298935. -198835. -8.871E-05 0.000 1.639E+12 218.3047 12960000. 0.000 384.480 -0.000420 5442151. -195641. -7.325E-05 0.000 1.642E+12 1260.4847 12960000. 0.000 388.800 -0.000706 4608864. -188345. -6.004E-05 0.000 1.643E+12 2117.0628 12960000. 0.000 393.120 -0.000939 3815064. -177689. -4.897E-05 0.000 1.644E+12 2816.6203 12960000. 0.000 397.440 -0.001129 3073812. -164290. -3.992E-05 0.000 1.645E+12 3386.2866 12960000. 0.000 401.760 -0.001284 2395741. -148657. -3.274E-05 0.000 1.645E+12 3851.3291 12960000. 0.000 406.080 -0.001412 1789533. -131191. -2.724E-05 0.000 1.645E+12 4234.8302 12960000. 0.000 410.400 -0.001519 1262349. -112200. -2.323E-05 0.000 1.645E+12 4557.4248 12960000. 0.000 414.720 -0.001612 820212. -91908. -2.050E-05 0.000 1.645E+12 4837.0563 12960000. 0.000 419.040 -0.001696 468341. -70468. -1.881E-05 0.000 1.645E+12 5088.7729 12960000. 0.000 423.360 -0.001775 211437. -47975. -1.792E-05 0.000 1.645E+12 5324.5502 12960000. 0.000 427.680 -0.001851 53901. -24479. -1.757E-05 0.000 1.645E+12 5553.1314 12960000. 0.000 432.000 -0.001927 0.000 0.000 -1.750E-05 0.000 1.645E+12 5779.8781 6480000. 0.000




-------------------------------------------------------------------------------- Summary of Pile Response(s)--------------------------------------------------------------------------------

Definitions of Pile-Head Loading Conditions:

Page 15

Route 609 Drilled Shafts Abutment service -7ft Socket- 54inch dia.lp6oLoad Type 1: Load 1 = Shear, lbs, and Load 2 = Moment, in-lbsLoad Type 2: Load 1 = Shear, lbs, and Load 2 = Slope, radiansLoad Type 3: Load 1 = Shear, lbs, and Load 2 = Rotational Stiffness, in-lbs/radianLoad Type 4: Load 1 = Top Deflection, inches, and Load 2 = Moment, in-lbsLoad Type 5: Load 1 = Top Deflection, inches, and Load 2 = Slope, radians

Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 31200. M = 0.000 308400. 0.71243992 11135240. -206316. 0.00000000 2 1 V = 30000. M = 0.000 420000. 0.51592557 10711912. -198835. 0.00000000

-------------------------------------------------------------------------------- Computed Pile-head Stiffness Matrix Values K22, K23, K32, K33 for Superstructure--------------------------------------------------------------------------------

Top y Shear React. Mom. React. K22 K32 in lbs in-lbs lbs/in in-lbs/in ------------ -------------- -------------- -------------- -------------- 0.0092016 3120.000046479 606454. 339072. 65907551. 0.0276999 9392.135864652 1825607. 339067. 65906566. 0.0439068 14886. 2893474. 339041. 65900388. 0.0554141 18784. 3651048. 338980. 65886678. 0.0643495 21808. 4238564. 338897. 65867872. 0.0716613 24278. 4718529. 338793. 65844905. 0.0778492 26367. 5124264. 338694. 65822938. 0.0832162 28176. 5475707. 338593. 65800993. 0.0879559 29772. 5785674. 338492. 65779262. 0.0921993 31200. 6062923. 338397. 65758851.

Top Rotation Shear React. Mom. React. K23 K33 rad lbs in-lbs lbs/rad in-lbs/rad ------------ -------------- -------------- -------------- -------------- 5.867918E-10 0.038674007 10.000000149 65907551. 17041821195. 1.766419E-09 0.116420361 30.102999566 65907551. 17041821195. 2.799708E-09 0.184521907 47.712125472 65907551. 17041821195. 3.532838E-09 0.232840722 60.205999133 65907551. 17041821195. 4.101498E-09 0.270319707 69.897000434 65907551. 17041821195. 4.566127E-09 0.300942268 77.815125038 65907551. 17041821195. 4.958966E-09 0.326833274 84.509804001 65907551. 17041821195. 5.299257E-09 0.349261084 90.308998699 65907551. 17041821195. 5.599416E-09 0.369043814 95.424250944 65907551. 17041821195. 5.867917E-09 0.386740069 100.000000000 65907551. 17041821195.

K22 = abs(Shear Reaction/Top y) K23 = abs(Shear Reaction/Top Rotation) K32 = abs(Moment Reaction/Top y) K33 = abs(Moment Reaction/Top Rotation)

The analysis ended normally.

Page 16


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Lateral D

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Depth (ft)

-0.10

0.10.2

0.30.4

0.50.6

0.70.8

02468101214161820222426283032343638

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Strength Lim

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-kips)

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-10000

10002000

30004000

50006000

70008000

90001E

41.1E

41.2E

4

02468101214161820222426283032343638

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ear Fo

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Depth (ft)

-200-180

-160-140

-120-100

-80-60

-40-20

020

40

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Strength Lim

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o================================================================================




================================================================================




Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6dName of output file: Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6oName of plot output file: Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6pName of runtime file: Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6r


Date: March 18, 2013 Time: 18:14:26

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for Drilled Pier 1-Columns #1 & #3-Service

Page 1

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o

-------------------------------------------------------------------------------- Program Options--------------------------------------------------------------------------------














Page 2

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 2 18.800000 54.0000000


Section No. 1:







Layer 1 is sand, p-y criteria by Reese et al., 1974

Distance from top of pile to top of layer = 8.500 ftDistance from top of pile to bottom of layer = 11.800 ftp-y subgrade modulus k for top of soil layer = 60.000 lbs/in**3p-y subgrade modulus k for bottom of layer = 60.000 lbs/in**3






Page 3


Point Depth X Eff. Unit Weight No. ft pcf----- ---------- ---------------- 1 8.50 62.60000 2 11.80 62.60000 3 11.80 77.60000 4 20.00 77.60000


Layer Soil Type Depth Eff. Unit Friction qu kpy Num. (p-y Curve Criteria) ft Wt., pcf Ang., deg. psi pci ----- ------------------------ ---------- ------------ ------------- ---------- ---------- 1 Sand (Reese, et al.) 8.500 62.600 32.000 -- 60.000 11.800 62.600 32.000 -- 60.000 2 Vuggy Limestone 11.800 77.600 -- 3000.000 -- 20.000 77.600 -- 3000.000 --

-------------------------------------------------------------------------------- Loading Type--------------------------------------------------------------------------------




Load Load Condition 1 Condition 2 Axial Thrust No. Type Force, lbs----- ---- -------------------- ----------------------- ---------------- 1 1 V = 37732.000 lbs M = 8008119.000 in-lbs 590500.000 2 1 V = 33791.000 lbs M = 8017192.000 in-lbs 691500.000 3 1 V = 40441.000 lbs M = 11870178.000 in-lbs 482800.000 4 1 V = 39520.000 lbs M = 12132342.000 in-lbs 589000.000 5 1 V = 26968.000 lbs M = 6426701.000 in-lbs 497800.000




Page 4


Section No. 1:


Length of Section = 225.60000000 inShaft Diameter = 54.00000000 in Concrete Cover Thickness = 9.00000000 in Number of Reinforcing Bars = 16 bars Yield Stress of Reinforcing Bars = 60.00000000 ksi Modulus of Elasticity of Reinforcing Bars = 29000. ksi Gross Area of Shaft = 2290.22104447 sq. in.Total Area of Reinforcing Steel = 24.96000000 sq. in.Area Ratio of Steel Reinforcement = 1.09 percentNom. Axial Structural Capacity = 0.85 Fc Ac + Fy As = 7274.016 kips Tensile Load for Cracking of Concrete = -904.010 kips Nominal Axial Tensile Capacity = -1497.600 kips


Bar Bar Diam. Bar Area X Y Number inches sq. in. inches inches ---------- ---------- ---------- ---------- ---------- 1 1.41000 1.56000 17.29500 0.00000 2 1.41000 1.56000 15.97850 6.61851 3 1.41000 1.56000 12.22941 12.22941 4 1.41000 1.56000 6.61851 15.97850 5 1.41000 1.56000 0.00000 17.29500 6 1.41000 1.56000 -6.61851 15.97850 7 1.41000 1.56000 -12.22941 12.22941 8 1.41000 1.56000 -15.97850 6.61851 9 1.41000 1.56000 -17.29500 0.00000 10 1.41000 1.56000 -15.97850 -6.61851 11 1.41000 1.56000 -12.22941 -12.22941 12 1.41000 1.56000 -6.61851 -15.97850 13 1.41000 1.56000 0.00000 -17.29500 14 1.41000 1.56000 6.61851 -15.97850 15 1.41000 1.56000 12.22941 -12.22941 16 1.41000 1.56000 15.97850 -6.61851




Page 5

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o Number Axial Thrust Force kips ------ ------------------ 1 482.800 2 497.800 3 589.000 4 590.500 5 691.500


C = concrete in section has cracked in tension Y = stress in reinforcing steel has reached yield stress T = tensile strain in reinforcement exceeds 0.005 when compressive strain in concrete is less than 0.003. Z = depth of tensile zone in concrete section is less than 10 percent of section depth Bending Stiffness (EI) = Bending Moment / Curvature Position of neutral axis is computed from compression side of pile Compressive stresses are positive in sign. Tensile stresses are negative in sign.


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 985.8974128 1577435860. 113.7701215 0.0000711 0.0000374 0.2548938 2.0571897 0.000001250 1971.7115584 1577369247. 70.4347806 0.0000880 0.0000205 0.3134929 2.5434733 0.000001875 2957.3811611 1577269953. 56.0117725 0.0001050 0.000003772 0.3716022 3.0309589 0.000002500 3942.5874713 1577034989. 48.8164012 0.0001220 -0.0000130 0.4292134 3.5196141 0.000003125 4925.0358774 1576011481. 44.5085744 0.0001391 -0.0000297 0.4862848 4.0091208 0.000003750 5902.6227384 1574032730. 41.6413769 0.0001562 -0.0000463 0.5427741 4.4991372 0.000004375 6874.4458822 1571301916. 39.5959804 0.0001732 -0.0000630 0.5986588 4.9894838 0.000005000 7840.0907876 1568018158. 38.0635330 0.0001903 -0.0000797 0.6539267 5.4800623 0.000005625 8799.3538058 1564329565. 36.8727107 0.0002074 -0.0000963 0.7085706 5.9708172 0.000006250 9752.1218940 1560339503. 35.9208334 0.0002245 -0.0001130 0.7625861 6.4617136 0.000006875 9752.1218940 1418490457. 31.7291927 0.0002181 -0.0001531 0.7418069 6.2721766 C 0.000007500 9752.1218940 1300282919. 30.6922109 0.0002302 -0.0001748 0.7795204 6.6168309 C 0.000008125 9752.1218940 1200261156. 29.7847180 0.0002420 -0.0001967 0.8161514 6.9544053 C 0.000008750 9752.1218940 1114528216. 28.9830570 0.0002536 -0.0002189 0.8518303 7.2859382 C 0.000009375 9752.1218940 1040226335. 28.2681512 0.0002650 -0.0002412 0.8866334 7.6119972 C 0.0000100 9752.1218940 975212189. 27.6256355 0.0002763 -0.0002637 0.9206334 7.9331343 C 0.0000106 9752.1218940 917846766. 27.0458152 0.0002874 -0.0002864 0.9539421 8.2502981 C 0.0000113 9752.1218940 866855279. 26.5197462 0.0002983 -0.0003092 0.9866205 -8.8773453 C 0.0000119 9752.1218940 821231317. 26.0400208 0.0003092 -0.0003320 1.0187158 -9.5357366 C 0.0000125 9752.1218940 780169752. 25.6007434 0.0003200 -0.0003550 1.0502746 -10.1968555 C 0.0000131 9752.1218940 743018811. 25.1952769 0.0003307 -0.0003781 1.0812708 -10.8610289 C 0.0000138 9882.3669939 718717600. 24.8201650 0.0003413 -0.0004012 1.1117579 -11.5277967 C 0.0000144 10095. 702280532. 24.4739279 0.0003518 -0.0004244 1.1418453 -12.1961250 C 0.0000150 10305. 686996873. 24.1511734 0.0003623 -0.0004477 1.1714601 -12.8667895 C 0.0000156 10512. 672773177. 23.8501389 0.0003727 -0.0004711 1.2006547 -13.5393121 C 0.0000163 10717. 659532831. 23.5698487 0.0003830 -0.0004945 1.2295038 -14.2129713 C 0.0000169 10920. 647117227. 23.3059127 0.0003933 -0.0005180 1.2579115 -14.8887877 C 0.0000175 11121. 635512969. 23.0593292 0.0004035 -0.0005415 1.2860166 -15.5653654 C

Page 6

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000181 11321. 624604927. 22.8268597 0.0004137 -0.0005650 1.3137489 -16.2434631 C 0.0000188 11519. 614333755. 22.6074808 0.0004239 -0.0005886 1.3411317 -16.9228698 C 0.0000194 11716. 604703209. 22.4025491 0.0004340 -0.0006122 1.3683057 -17.6021114 C 0.0000200 11911. 595534776. 22.2054429 0.0004441 -0.0006359 1.3949876 -18.2842430 C 0.0000206 12105. 586906327. 22.0207514 0.0004542 -0.0006596 1.4214753 -18.9660943 C 0.0000213 12299. 578756078. 21.8466912 0.0004642 -0.0006833 1.4477295 -19.6480890 C 0.0000219 12490. 570968721. 21.6786906 0.0004742 -0.0007070 1.4735409 -20.3325493 C 0.0000225 12681. 563599977. 21.5204484 0.0004842 -0.0007308 1.4991607 -21.0167323 C 0.0000231 12872. 556615840. 21.3711748 0.0004942 -0.0007545 1.5245883 -21.7006371 C 0.0000238 13061. 549928609. 21.2270223 0.0005041 -0.0007784 1.5496328 -22.3864258 C 0.0000244 13249. 543549249. 21.0894255 0.0005141 -0.0008022 1.5744113 -23.0728060 C 0.0000256 13625. 531687848. 20.8354847 0.0005339 -0.0008498 1.6233991 -24.4447366 C 0.0000269 13996. 520791346. 20.6008711 0.0005536 -0.0008976 1.6712482 -25.8200149 C 0.0000281 14366. 510799383. 20.3871815 0.0005734 -0.0009454 1.7182556 -27.1952363 C 0.0000294 14734. 501590544. 20.1911738 0.0005931 -0.0009931 1.7643816 -28.5708875 C 0.0000306 15099. 493037744. 20.0084310 0.0006128 -0.0010410 1.8094684 -29.9489683 C 0.0000319 15463. 485117943. 19.8412366 0.0006324 -0.0010888 1.8538053 -31.3259256 C 0.0000331 15825. 477750043. 19.6870830 0.0006521 -0.0011366 1.8973320 -32.7024770 C 0.0000344 16185. 470833206. 19.5411425 0.0006717 -0.0011845 1.9397912 -34.0820173 C 0.0000356 16543. 464368155. 19.4065549 0.0006914 -0.0012324 1.9815015 -35.4604091 C 0.0000369 16900. 458308642. 19.2821756 0.0007110 -0.0012802 2.0224586 -36.8376421 C 0.0000381 17256. 452613406. 19.1669018 0.0007307 -0.0013280 2.0626495 -38.2138254 C 0.0000394 17609. 447211429. 19.0561906 0.0007503 -0.0013759 2.1017787 -39.5931560 C 0.0000406 17961. 442112255. 18.9533061 0.0007700 -0.0014238 2.1401546 -40.9712924 C 0.0000419 18311. 437288492. 18.8575571 0.0007897 -0.0014716 2.1777727 -42.3482227 C 0.0000431 18661. 432715918. 18.7683330 0.0008094 -0.0015194 2.2146284 -43.7239347 C 0.0000444 19009. 428373036. 18.6850918 0.0008292 -0.0015671 2.2507168 -45.0984161 C 0.0000456 19356. 424234078. 18.6064870 0.0008489 -0.0016148 2.2859627 -46.4727980 C 0.0000469 19700. 420274248. 18.5310260 0.0008686 -0.0016626 2.3202736 -47.8486052 C 0.0000481 20044. 416494350. 18.4604036 0.0008884 -0.0017103 2.3538151 -49.2231304 C 0.0000494 20386. 412880462. 18.3942622 0.0009082 -0.0017580 2.3865821 -50.5963595 C 0.0000506 20727. 409420035. 18.3322797 0.0009281 -0.0018057 2.4185698 -51.9682780 C 0.0000519 21067. 406101723. 18.2741653 0.0009480 -0.0018533 2.4497727 -53.3388712 C 0.0000531 21405. 402915244. 18.2196557 0.0009679 -0.0019008 2.4801859 -54.7081241 C 0.0000544 21742. 399851257. 18.1685121 0.0009879 -0.0019483 2.5098039 -56.0760211 C 0.0000556 22078. 396901256. 18.1205174 0.0010080 -0.0019958 2.5386212 -57.4425465 C 0.0000569 22412. 394054418. 18.0748810 0.0010280 -0.0020432 2.5665855 -58.8086617 C 0.0000581 22744. 391301084. 18.0308714 0.0010480 -0.0020907 2.5936491 -60.0000000 CY 0.0000594 23076. 388641226. 17.9895571 0.0010681 -0.0021381 2.6199058 -60.0000000 CY 0.0000606 23405. 386068815. 17.9507818 0.0010883 -0.0021855 2.6453495 -60.0000000 CY 0.0000619 23734. 383578305. 17.9144023 0.0011085 -0.0022328 2.6699743 -60.0000000 CY 0.0000631 24061. 381164583. 17.8802867 0.0011287 -0.0022801 2.6937742 -60.0000000 CY 0.0000644 24387. 378822928. 17.8483137 0.0011490 -0.0023273 2.7167430 -60.0000000 CY 0.0000656 24711. 376548973. 17.8183715 0.0011693 -0.0023744 2.7388742 -60.0000000 CY 0.0000669 25034. 374338672. 17.7903571 0.0011897 -0.0024215 2.7601615 -60.0000000 CY 0.0000681 25355. 372188271. 17.7641750 0.0012102 -0.0024686 2.7805982 -60.0000000 CY 0.0000694 25675. 370094280. 17.7397371 0.0012307 -0.0025156 2.8001777 -60.0000000 CY 0.0000706 25994. 368053453. 17.7169617 0.0012513 -0.0025625 2.8188931 -60.0000000 CY 0.0000719 26311. 366062760. 17.6957732 0.0012719 -0.0026094 2.8367374 -60.0000000 CY 0.0000731 26626. 364119375. 17.6761012 0.0012926 -0.0026562 2.8537034 -60.0000000 CY 0.0000744 26940. 362220655. 17.6578807 0.0013133 -0.0027029 2.8697838 -60.0000000 CY 0.0000794 28115. 354203601. 17.5853668 0.0013958 -0.0028904 2.9244980 -60.0000000 CY 0.0000844 28956. 343184490. 17.4678351 0.0014738 -0.0030824 2.9625600 -60.0000000 CY 0.0000894 29644. 331681890. 17.3441928 0.0015501 -0.0032761 2.9869955 -60.0000000 CY 0.0000944 30278. 320829013. 17.2345515 0.0016265 -0.0034697 2.9988104 -60.0000000 CY 0.0000994 30689. 308822767. 17.0988239 0.0016992 -0.0036671 2.9997519 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0001044 31062. 297601185. 16.9769881 0.0017720 -0.0038643 2.9999930 -60.0000000 CY 0.0001094 31419. 287260585. 16.8692545 0.0018451 -0.0040612 2.9990035 -60.0000000 CY 0.0001144 31763. 277712619. 16.7780920 0.0019190 -0.0042573 2.9984412 -60.0000000 CY 0.0001194 32087. 268793600. 16.6988935 0.0019934 -0.0044528 2.9988933 -60.0000000 CY 0.0001244 32333. 259961960. 16.6136878 0.0020663 -0.0046499 2.9999839 -60.0000000 CY 0.0001294 32486. 251096504. 16.5171452 0.0021369 -0.0048493 2.9995219 60.0000000 CY 0.0001344 32627. 242808084. 16.4281417 0.0022075 -0.0050487 2.9979398 60.0000000 CY 0.0001394 32762. 235066061. 16.3461661 0.0022782 -0.0052480 2.9989703 60.0000000 CY 0.0001444 32892. 227822351. 16.2737655 0.0023495 -0.0054467 2.9993154 60.0000000 CY 0.0001494 33017. 221033119. 16.2095517 0.0024213 -0.0056449 2.9960583 60.0000000 CY 0.0001544 33138. 214656037. 16.1526144 0.0024936 -0.0058427 2.9997367 60.0000000 CY 0.0001594 33254. 208652157. 16.1023497 0.0025663 -0.0060399 2.9963519 60.0000000 CY 0.0001644 33367. 202992369. 16.0577355 0.0026395 -0.0062368 2.9997525 60.0000000 CY 0.0001694 33476. 197644180. 16.0185171 0.0027131 -0.0064331 2.9954378 60.0000000 CY 0.0001744 33582. 192585170. 15.9838346 0.0027872 -0.0066291 2.9993840 60.0000000 CY 0.0001794 33681. 187766143. 15.9517579 0.0028613 -0.0068249 2.9964675 60.0000000 CY 0.0001844 33764. 183125285. 15.9178963 0.0029349 -0.0070214 2.9979416 60.0000000 CY 0.0001894 33825. 178613531. 15.8775074 0.0030068 -0.0072194 2.9999401 60.0000000 CY 0.0001944 33860. 174199251. 15.8310700 0.0030772 -0.0074191 2.9944723 60.0000000 CY 0.0001994 33887. 169963897. 15.7851714 0.0031472 -0.0076191 2.9974639 60.0000000 CY 0.0002044 33908. 165911533. 15.7408483 0.0032170 -0.0078192 2.9996835 60.0000000 CY 0.0002094 33928. 162046557. 15.6999844 0.0032872 -0.0080191 2.9970464 60.0000000 CY 0.0002144 33948. 158356329. 15.6622640 0.0033576 -0.0082187 2.9944472 60.0000000 CY 0.0002194 33966. 154831022. 15.6271047 0.0034282 -0.0084181 2.9980609 60.0000000 CY 0.0002244 33984. 151459528. 15.5943569 0.0034990 -0.0086173 2.9998217 60.0000000 CY 0.0002294 34000. 148230012. 15.5642144 0.0035700 -0.0088162 2.9965490 60.0000000 CY 0.0002344 34016. 145134455. 15.5363105 0.0036413 -0.0090149 2.9927117 60.0000000 CY 0.0002394 34031. 142165845. 15.5102407 0.0037128 -0.0092135 2.9967670 60.0000000 CY 0.0002444 34045. 139316336. 15.4859084 0.0037844 -0.0094119 2.9992063 60.0000000 CY 0.0002494 34059. 136578642. 15.4632395 0.0038561 -0.0096101 2.9998638 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 984.9026559 1575844249. 116.5087584 0.0000728 0.0000391 0.2609044 2.1068275 0.000001250 1969.7216240 1575777299. 71.8041485 0.0000898 0.0000223 0.3194391 2.5931129 0.000001875 2954.3959053 1575677816. 56.9247394 0.0001067 0.000005484 0.3774841 3.0806015 0.000002500 3938.7011877 1575480475. 49.5013587 0.0001238 -0.0000112 0.4350324 3.5692735 0.000003125 4920.5935247 1574589928. 45.0573132 0.0001408 -0.0000279 0.4920469 4.0588503 0.000003750 5897.8355022 1572756134. 42.0996740 0.0001579 -0.0000446 0.5484837 4.5489771 0.000004375 6869.4250766 1570154303. 39.9898839 0.0001750 -0.0000613 0.6043185 5.0394603 0.000005000 7834.8988317 1566979766. 38.4092649 0.0001920 -0.0000780 0.6595381 5.5301934 0.000005625 8794.0276909 1563382701. 37.1810543 0.0002091 -0.0000946 0.7141348 6.0211158 0.000006250 9746.6857922 1559469727. 36.1993216 0.0002262 -0.0001113 0.7681037 6.5121896 0.000006875 9746.6857922 1417699752. 32.1230276 0.0002208 -0.0001504 0.7504269 6.3506974 C 0.000007500 9746.6857922 1299558106. 31.0674068 0.0002330 -0.0001720 0.7884035 6.6984360 C 0.000008125 9746.6857922 1199592098. 30.1424071 0.0002449 -0.0001938 0.8252494 7.0386859 C 0.000008750 9746.6857922 1113906948. 29.3258968 0.0002566 -0.0002159 0.8611439 7.3729337 C 0.000009375 9746.6857922 1039646485. 28.5971225 0.0002681 -0.0002382 0.8961304 7.7014365 C 0.0000100 9746.6857922 974668579. 27.9435404 0.0002794 -0.0002606 0.9303432 8.0253267 C 0.0000106 9746.6857922 917335133. 27.3529959 0.0002906 -0.0002831 0.9638301 8.3449481 C 0.0000113 9746.6857922 866372070. 26.8165336 0.0003017 -0.0003058 0.9966545 -8.7805184 C

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000119 9746.6857922 820773540. 26.3268577 0.0003126 -0.0003286 1.0288698 -9.4369572 C 0.0000125 9746.6857922 779734863. 25.8778480 0.0003235 -0.0003515 1.0605176 -10.0964051 C 0.0000131 9815.5096965 747848358. 25.4648847 0.0003342 -0.0003745 1.0916510 -10.7584095 C 0.0000138 10034. 729727333. 25.0844029 0.0003449 -0.0003976 1.1223303 -11.4224318 C 0.0000144 10248. 712871940. 24.7293840 0.0003555 -0.0004208 1.1524452 -12.0896318 C 0.0000150 10459. 697257885. 24.4002713 0.0003660 -0.0004440 1.1821588 -12.7584320 C 0.0000156 10668. 682747021. 24.0942682 0.0003765 -0.0004673 1.2114889 -13.4286909 C 0.0000163 10874. 669157025. 23.8065039 0.0003869 -0.0004906 1.2403382 -14.1014476 C 0.0000169 11079. 656505413. 23.5390415 0.0003972 -0.0005140 1.2689052 -14.7747003 C 0.0000175 11280. 644587684. 23.2856880 0.0004075 -0.0005375 1.2969965 -15.4504883 C 0.0000181 11481. 633438527. 23.0490824 0.0004178 -0.0005610 1.3248220 -16.1266572 C 0.0000188 11680. 622928273. 22.8252883 0.0004280 -0.0005845 1.3522670 -16.8044370 C 0.0000194 11877. 613013088. 22.6137711 0.0004381 -0.0006081 1.3793724 -17.4834310 C 0.0000200 12074. 603700815. 22.4159689 0.0004483 -0.0006317 1.4062794 -18.1621380 C 0.0000206 12268. 594817462. 22.2252998 0.0004584 -0.0006554 1.4326954 -18.8437489 C 0.0000213 12462. 586437605. 22.0461378 0.0004685 -0.0006790 1.4589070 -19.5251800 C 0.0000219 12655. 578521624. 21.8776602 0.0004786 -0.0007027 1.4849230 -20.2063280 C 0.0000225 12846. 570937446. 21.7143489 0.0004886 -0.0007264 1.5104733 -20.8902124 C 0.0000231 13037. 563745009. 21.5600601 0.0004986 -0.0007502 1.5358179 -21.5739659 C 0.0000238 13227. 556917674. 21.4142988 0.0005086 -0.0007739 1.5609697 -22.2574391 C 0.0000244 13416. 550396702. 21.2747187 0.0005186 -0.0007977 1.5858240 -22.9418269 C 0.0000256 13791. 538183332. 21.0121847 0.0005384 -0.0008453 1.6346418 -24.3134265 C 0.0000269 14165. 527052274. 20.7750539 0.0005583 -0.0008929 1.6826663 -25.6842610 C 0.0000281 14534. 516765658. 20.5540679 0.0005781 -0.0009407 1.7294994 -27.0591195 C 0.0000294 14902. 507312658. 20.3532046 0.0005979 -0.0009884 1.7755756 -28.4328575 C 0.0000306 15268. 498555316. 20.1674503 0.0006176 -0.0010361 1.8207099 -29.8077394 C 0.0000319 15632. 490404457. 19.9944566 0.0006373 -0.0010839 1.8648664 -31.1842929 C 0.0000331 15994. 482831914. 19.8357043 0.0006571 -0.0011317 1.9082674 -32.5597077 C 0.0000344 16354. 475766001. 19.6889505 0.0006768 -0.0011794 1.9508563 -33.9346712 C 0.0000356 16712. 469114435. 19.5496131 0.0006965 -0.0012273 1.9923793 -35.3126121 C 0.0000369 17069. 462880933. 19.4208117 0.0007161 -0.0012751 2.0331477 -36.6893881 C 0.0000381 17424. 457024072. 19.3015199 0.0007359 -0.0013229 2.0731570 -38.0649882 C 0.0000394 17778. 451507685. 19.1908417 0.0007556 -0.0013706 2.1124027 -39.4394013 C 0.0000406 18130. 446271219. 19.0849860 0.0007753 -0.0014184 2.1506415 -40.8161572 C 0.0000419 18480. 441311297. 18.9857342 0.0007950 -0.0014662 2.1880612 -42.1925677 C 0.0000431 18829. 436610336. 18.8932160 0.0008148 -0.0015140 2.2247168 -43.5677529 C 0.0000444 19176. 432146184. 18.8068722 0.0008346 -0.0015617 2.2606036 -44.9417000 C 0.0000456 19523. 427899107. 18.7262048 0.0008544 -0.0016094 2.2957168 -46.3143963 C 0.0000469 19868. 423851474. 18.6507695 0.0008743 -0.0016570 2.3300515 -47.6858288 C 0.0000481 20211. 419973344. 18.5782450 0.0008941 -0.0017047 2.3634462 -49.0586679 C 0.0000494 20553. 416260423. 18.5095467 0.0009139 -0.0017523 2.3959996 -50.4312865 C 0.0000506 20893. 412705731. 18.4451395 0.0009338 -0.0018000 2.4277717 -51.8025856 C 0.0000519 21232. 409297578. 18.3847234 0.0009537 -0.0018475 2.4587572 -53.1725503 C 0.0000531 21570. 406025366. 18.3280265 0.0009737 -0.0018951 2.4889508 -54.5411653 C 0.0000544 21907. 402879468. 18.2748022 0.0009937 -0.0019426 2.5183472 -55.9084149 C 0.0000556 22242. 399851117. 18.2248263 0.0010138 -0.0019900 2.5469409 -57.2742832 C 0.0000569 22576. 396932313. 18.1778946 0.0010339 -0.0020374 2.5747263 -58.6387537 C 0.0000581 22908. 394115737. 18.1338206 0.0010540 -0.0020847 2.6016978 -60.0000000 CY 0.0000594 23239. 391394685. 18.0924337 0.0010742 -0.0021320 2.6278497 -60.0000000 CY 0.0000606 23568. 388755849. 18.0520666 0.0010944 -0.0021793 2.6530616 -60.0000000 CY 0.0000619 23896. 386201004. 18.0140698 0.0011146 -0.0022266 2.6774443 -60.0000000 CY 0.0000631 24223. 383725364. 17.9784077 0.0011349 -0.0022739 2.7009995 -60.0000000 CY 0.0000644 24548. 381324066. 17.9449551 0.0011552 -0.0023210 2.7237209 -60.0000000 CY 0.0000656 24871. 378992610. 17.9135965 0.0011756 -0.0023682 2.7456020 -60.0000000 CY 0.0000669 25194. 376726826. 17.8842254 0.0011960 -0.0024152 2.7666364 -60.0000000 CY 0.0000681 25514. 374522847. 17.8567433 0.0012165 -0.0024623 2.7868174 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000694 25834. 372377075. 17.8310593 0.0012370 -0.0025092 2.8061382 -60.0000000 CY 0.0000706 26151. 370286165. 17.8070890 0.0012576 -0.0025561 2.8245919 -60.0000000 CY 0.0000719 26468. 368246996. 17.7847541 0.0012783 -0.0026030 2.8421714 -60.0000000 CY 0.0000731 26783. 366256655. 17.7639822 0.0012990 -0.0026498 2.8588693 -60.0000000 CY 0.0000744 27096. 364312420. 17.7447059 0.0013198 -0.0026965 2.8746785 -60.0000000 CY 0.0000794 28275. 356226293. 17.6699045 0.0014025 -0.0028837 2.9283573 -60.0000000 CY 0.0000844 29133. 345282902. 17.5562631 0.0014813 -0.0030749 2.9655589 -60.0000000 CY 0.0000894 29819. 333636052. 17.4295140 0.0015578 -0.0032685 2.9887742 -60.0000000 CY 0.0000944 30456. 322712099. 17.3181696 0.0016344 -0.0034618 2.9993176 -60.0000000 CY 0.0000994 30876. 310705810. 17.1822946 0.0017075 -0.0036588 2.9999516 -60.0000000 CY 0.0001044 31248. 299377258. 17.0597743 0.0017806 -0.0038556 2.9987227 -60.0000000 CY 0.0001094 31603. 288943856. 16.9526729 0.0018542 -0.0040521 2.9977091 -60.0000000 CY 0.0001144 31945. 279301081. 16.8594028 0.0019283 -0.0042480 2.9977277 -60.0000000 CY 0.0001194 32269. 270317651. 16.7790187 0.0020030 -0.0044433 2.9972376 -60.0000000 CY 0.0001244 32521. 261471720. 16.6940986 0.0020763 -0.0046399 2.9987093 -60.0000000 CY 0.0001294 32678. 252585770. 16.5973912 0.0021473 -0.0048390 2.9998821 60.0000000 CY 0.0001344 32819. 244237970. 16.5095007 0.0022185 -0.0050378 2.9988577 60.0000000 CY 0.0001394 32954. 236440668. 16.4288133 0.0022898 -0.0052365 2.9965777 60.0000000 CY 0.0001444 33082. 229140193. 16.3546472 0.0023612 -0.0054350 2.9998100 60.0000000 CY 0.0001494 33205. 222295751. 16.2890065 0.0024332 -0.0056331 2.9974801 60.0000000 CY 0.0001544 33325. 215869688. 16.2305376 0.0025056 -0.0058307 2.9999879 60.0000000 CY 0.0001594 33440. 209817974. 16.1790406 0.0025785 -0.0060277 2.9977494 60.0000000 CY 0.0001644 33552. 204115640. 16.1330774 0.0026519 -0.0062244 2.9999932 60.0000000 CY 0.0001694 33659. 198725560. 16.0927963 0.0027257 -0.0064205 2.9970618 60.0000000 CY 0.0001744 33764. 193629384. 16.0569073 0.0027999 -0.0066163 2.9998721 60.0000000 CY 0.0001794 33862. 188778802. 16.0242791 0.0028744 -0.0068119 2.9949764 60.0000000 CY 0.0001844 33951. 184142887. 15.9928883 0.0029487 -0.0070076 2.9990569 60.0000000 CY 0.0001894 34013. 179603962. 15.9551162 0.0030215 -0.0072047 2.9984634 60.0000000 CY 0.0001944 34055. 175202382. 15.9133367 0.0030932 -0.0074031 2.9956282 60.0000000 CY 0.0001994 34081. 170940562. 15.8663107 0.0031633 -0.0076029 2.9988973 60.0000000 CY 0.0002044 34103. 166864866. 15.8210952 0.0032334 -0.0078028 2.9999998 60.0000000 CY 0.0002094 34122. 162972280. 15.7793697 0.0033038 -0.0080024 2.9935939 60.0000000 CY 0.0002144 34141. 159257875. 15.7404614 0.0033744 -0.0082019 2.9967803 60.0000000 CY 0.0002194 34159. 155709427. 15.7041914 0.0034451 -0.0084011 2.9993185 60.0000000 CY 0.0002244 34176. 152315255. 15.6705045 0.0035161 -0.0086002 2.9990669 60.0000000 CY 0.0002294 34191. 149063537. 15.6395791 0.0035873 -0.0087989 2.9929583 60.0000000 CY 0.0002344 34207. 145948147. 15.6106583 0.0036587 -0.0089975 2.9955250 60.0000000 CY 0.0002394 34221. 142960483. 15.5836331 0.0037303 -0.0091959 2.9985383 60.0000000 CY 0.0002444 34235. 140092648. 15.5584040 0.0038021 -0.0093942 2.9999119 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 978.8330950 1566132952. 133.2186954 0.0000833 0.0000495 0.2974352 2.4096951 0.000001250 1957.5799321 1566063946. 80.1594211 0.0001002 0.0000327 0.3555774 2.8959915 0.000001875 2936.1811983 1565963306. 62.4952591 0.0001172 0.0000159 0.4132299 3.3834985 0.000002500 3914.5640679 1565825627. 53.6798782 0.0001342 -0.000000800 0.4703877 3.8722162 0.000003125 4892.1570220 1565490247. 48.4032745 0.0001513 -0.0000175 0.5270385 4.3620780 0.000003750 5866.6793799 1564447835. 44.8931009 0.0001683 -0.0000342 0.5831413 4.8527622 0.000004375 6836.4242414 1562611255. 42.3900984 0.0001855 -0.0000508 0.6386612 5.3439875 0.000005000 7800.5611472 1560112229. 40.5154613 0.0002026 -0.0000674 0.6935780 5.8355919 0.000005625 8758.6567004 1557094525. 39.0591348 0.0002197 -0.0000840 0.7478796 6.3274776

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.000006250 9710.4741390 1553675862. 37.8952931 0.0002368 -0.0001007 0.8015582 6.8195844 0.000006875 9710.4741390 1412432602. 34.4175191 0.0002366 -0.0001346 0.8003196 6.8081616 C 0.000007500 9710.4741390 1294729885. 33.2521691 0.0002494 -0.0001556 0.8397760 7.1736218 C 0.000008125 9710.4741390 1195135279. 32.2319971 0.0002619 -0.0001769 0.8780193 7.5310456 C 0.000008750 9710.4741390 1109768473. 31.3294710 0.0002741 -0.0001984 0.9151685 7.8813406 C 0.000009375 9710.4741390 1035783908. 30.5259826 0.0002862 -0.0002201 0.9513836 8.2258452 C 0.0000100 9710.4741390 971047414. 29.8018167 0.0002980 -0.0002420 0.9866461 8.5642266 C 0.0000106 9710.4741390 913926978. 29.1476037 0.0003097 -0.0002641 1.0211195 8.8979117 C 0.0000113 9961.4945083 885466179. 28.5528855 0.0003212 -0.0002863 1.0548561 9.2272914 C 0.0000119 10209. 859725571. 28.0092487 0.0003326 -0.0003086 1.0879016 9.5527037 C 0.0000125 10450. 836014912. 27.5101176 0.0003439 -0.0003311 1.1203056 9.8745426 C 0.0000131 10685. 814130215. 27.0504638 0.0003550 -0.0003537 1.1521279 10.1933140 C 0.0000138 10916. 793896002. 26.6261937 0.0003661 -0.0003764 1.1834269 -10.8076427 C 0.0000144 11142. 775117796. 26.2328690 0.0003771 -0.0003992 1.2142162 -11.4628664 C 0.0000150 11364. 757579192. 25.8652447 0.0003880 -0.0004220 1.2444442 -12.1211686 C 0.0000156 11582. 741268804. 25.5236401 0.0003988 -0.0004449 1.2742665 -12.7810068 C 0.0000163 11798. 726008592. 25.2039268 0.0004096 -0.0004679 1.3036366 -13.4429120 C 0.0000169 12010. 711680767. 24.9032606 0.0004202 -0.0004910 1.3325403 -14.1070856 C 0.0000175 12220. 698278627. 24.6224116 0.0004309 -0.0005141 1.3611170 -14.7721011 C 0.0000181 12427. 685607501. 24.3558974 0.0004415 -0.0005373 1.3892010 -15.4397627 C 0.0000188 12632. 673720577. 24.1064080 0.0004520 -0.0005605 1.4170052 -16.1078281 C 0.0000194 12835. 662458631. 23.8692211 0.0004625 -0.0005838 1.4443729 -16.7780252 C 0.0000200 13037. 651826106. 23.6453999 0.0004729 -0.0006071 1.4714255 -17.4490680 C 0.0000206 13237. 641779860. 23.4341056 0.0004833 -0.0006304 1.4981852 -18.1207318 C 0.0000213 13434. 632199598. 23.2315552 0.0004937 -0.0006538 1.5245069 -18.7946666 C 0.0000219 13631. 623150315. 23.0410571 0.0005040 -0.0006772 1.5506225 -19.4682981 C 0.0000225 13827. 614526348. 22.8590025 0.0005143 -0.0007007 1.5763832 -20.1433258 C 0.0000231 14021. 606293590. 22.6846996 0.0005246 -0.0007242 1.6017917 -20.8197545 C 0.0000238 14214. 598479342. 22.5200046 0.0005349 -0.0007476 1.6269971 -21.4958843 C 0.0000244 14406. 591021633. 22.3627881 0.0005451 -0.0007712 1.6519151 -22.1726978 C 0.0000256 14786. 577025226. 22.0663740 0.0005655 -0.0008183 1.7007577 -23.5300320 C 0.0000269 15164. 564236950. 21.7968309 0.0005858 -0.0008655 1.7486543 -24.8879136 C 0.0000281 15537. 552430046. 21.5470995 0.0006060 -0.0009127 1.7953798 -26.2491781 C 0.0000294 15909. 541576519. 21.3196868 0.0006263 -0.0009600 1.8412878 -27.6095355 C 0.0000306 16276. 531455776. 21.1057329 0.0006464 -0.0010074 1.8859539 -28.9744271 C 0.0000319 16642. 522087289. 20.9098403 0.0006665 -0.0010547 1.9298317 -30.3381350 C 0.0000331 17005. 513356804. 20.7280407 0.0006866 -0.0011021 1.9727787 -31.7025071 C 0.0000344 17365. 505170004. 20.5570944 0.0007067 -0.0011496 2.0146749 -33.0692401 C 0.0000356 17724. 497520829. 20.3993075 0.0007267 -0.0011970 2.0557842 -34.4347716 C 0.0000369 18082. 490354258. 20.2533518 0.0007468 -0.0012444 2.0961019 -35.7990906 C 0.0000381 18436. 483567341. 20.1136975 0.0007668 -0.0012919 2.1352940 -37.1670246 C 0.0000394 18789. 477176826. 19.9838820 0.0007869 -0.0013394 2.1736914 -38.5338483 C 0.0000406 19140. 471147067. 19.8631076 0.0008069 -0.0013868 2.2112973 -39.8994324 C 0.0000419 19491. 465445451. 19.7505745 0.0008271 -0.0014342 2.2481068 -41.2637647 C 0.0000431 19838. 460019013. 19.6432680 0.0008471 -0.0014816 2.2839363 -42.6297192 C 0.0000444 20184. 454854183. 19.5416347 0.0008672 -0.0015291 2.3188623 -43.9961525 C 0.0000456 20529. 449943218. 19.4465458 0.0008872 -0.0015765 2.3529910 -45.3612953 C 0.0000469 20872. 445265520. 19.3574876 0.0009074 -0.0016239 2.3863173 -46.7251339 C 0.0000481 21214. 440802629. 19.2740002 0.0009276 -0.0016712 2.4188359 -48.0876546 C 0.0000494 21554. 436537944. 19.1956702 0.0009478 -0.0017185 2.4505415 -49.4488434 C 0.0000506 21892. 432441539. 19.1202854 0.0009680 -0.0017658 2.4812865 -50.8113871 C 0.0000519 22229. 428508639. 19.0485119 0.0009881 -0.0018131 2.5111447 -52.1739636 C 0.0000531 22564. 424734969. 18.9810171 0.0010084 -0.0018604 2.5401867 -53.5351516 C 0.0000544 22898. 421109277. 18.9175164 0.0010286 -0.0019076 2.5684070 -54.8949349 C 0.0000556 23230. 417621316. 18.8577506 0.0010490 -0.0019548 2.5957996 -56.2532971 C 0.0000569 23561. 414261735. 18.8014838 0.0010693 -0.0020019 2.6223589 -57.6102213 C

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000581 23891. 411021982. 18.7485003 0.0010898 -0.0020490 2.6480788 -58.9656902 C 0.0000594 24219. 407894219. 18.6986033 0.0011102 -0.0020960 2.6729534 -60.0000000 CY 0.0000606 24545. 404871250. 18.6516119 0.0011308 -0.0021430 2.6969763 -60.0000000 CY 0.0000619 24870. 401941297. 18.6064281 0.0011513 -0.0021900 2.7200767 -60.0000000 CY 0.0000631 25193. 399099357. 18.5630343 0.0011718 -0.0022370 2.7422613 -60.0000000 CY 0.0000644 25515. 396344753. 18.5221713 0.0011924 -0.0022839 2.7635863 -60.0000000 CY 0.0000656 25835. 393672227. 18.4837058 0.0012130 -0.0023308 2.7840450 -60.0000000 CY 0.0000669 26153. 391076904. 18.4475143 0.0012337 -0.0023776 2.8036305 -60.0000000 CY 0.0000681 26470. 388554263. 18.4134832 0.0012544 -0.0024243 2.8223358 -60.0000000 CY 0.0000694 26786. 386100102. 18.3815070 0.0012752 -0.0024710 2.8401539 -60.0000000 CY 0.0000706 27100. 383710511. 18.3514880 0.0012961 -0.0025177 2.8570773 -60.0000000 CY 0.0000719 27412. 381381843. 18.3233358 0.0013170 -0.0025643 2.8730988 -60.0000000 CY 0.0000731 27722. 379110696. 18.2969664 0.0013380 -0.0026108 2.8882106 -60.0000000 CY 0.0000744 28031. 376893891. 18.2723016 0.0013590 -0.0026572 2.9024050 -60.0000000 CY 0.0000794 29232. 368271276. 18.1855313 0.0014435 -0.0028428 2.9497047 -60.0000000 CY 0.0000844 30183. 357718668. 18.0773637 0.0015253 -0.0030310 2.9806889 -60.0000000 CY 0.0000894 30864. 345333453. 17.9383071 0.0016032 -0.0032230 2.9966665 -60.0000000 CY 0.0000944 31517. 333954971. 17.8218664 0.0016819 -0.0034143 2.9991146 -60.0000000 CY 0.0000994 32000. 322012592. 17.6937874 0.0017583 -0.0036079 2.9999008 -60.0000000 CY 0.0001044 32360. 310031831. 17.5630745 0.0018331 -0.0038031 2.9995184 -60.0000000 CY 0.0001094 32702. 298989604. 17.4460199 0.0019082 -0.0039981 2.9981682 -60.0000000 CY 0.0001144 33031. 288798260. 17.3456508 0.0019839 -0.0041923 2.9977865 -60.0000000 CY 0.0001194 33349. 279361659. 17.2603211 0.0020605 -0.0043858 2.9983620 -60.0000000 CY 0.0001244 33640. 270470117. 17.1836928 0.0021372 -0.0045790 3.0000000 60.0000000 CY 0.0001294 33835. 261529927. 17.0952286 0.0022117 -0.0047746 2.9997231 60.0000000 CY 0.0001344 33970. 252798204. 17.0023432 0.0022847 -0.0049716 2.9983584 60.0000000 CY 0.0001394 34096. 244633122. 16.9139972 0.0023574 -0.0051689 2.9981646 60.0000000 CY 0.0001444 34217. 236997633. 16.8355225 0.0024306 -0.0053656 2.9994786 60.0000000 CY 0.0001494 34333. 229843194. 16.7656217 0.0025044 -0.0055619 2.9963714 60.0000000 CY 0.0001544 34445. 223126116. 16.7032376 0.0025786 -0.0057577 2.9997901 60.0000000 CY 0.0001594 34553. 216804212. 16.6478162 0.0026532 -0.0059530 2.9964626 60.0000000 CY 0.0001644 34658. 210846909. 16.5982520 0.0027283 -0.0061479 2.9997553 60.0000000 CY 0.0001694 34759. 205219652. 16.5542933 0.0028039 -0.0063424 2.9953347 60.0000000 CY 0.0001744 34857. 199898350. 16.5150631 0.0028798 -0.0065364 2.9993008 60.0000000 CY 0.0001794 34953. 194857388. 16.4802123 0.0029561 -0.0067301 2.9968976 60.0000000 CY 0.0001844 35042. 190060944. 16.4467218 0.0030324 -0.0069239 2.9977386 60.0000000 CY 0.0001894 35128. 185492012. 16.4147244 0.0031085 -0.0071177 2.9999311 60.0000000 CY 0.0001944 35187. 181027416. 16.3770981 0.0031833 -0.0073130 2.9942289 60.0000000 CY 0.0001994 35238. 176740977. 16.3396045 0.0032577 -0.0075085 2.9977619 60.0000000 CY 0.0002044 35260. 172525415. 16.2934975 0.0033300 -0.0077063 2.9997735 60.0000000 CY 0.0002094 35280. 168500859. 16.2505908 0.0034025 -0.0079038 2.9965851 60.0000000 CY 0.0002144 35296. 164644032. 16.2094286 0.0034749 -0.0081014 2.9946873 60.0000000 CY 0.0002194 35311. 160959985. 16.1709403 0.0035475 -0.0082987 2.9981387 60.0000000 CY 0.0002244 35325. 157437089. 16.1349665 0.0036203 -0.0084960 2.9998256 60.0000000 CY 0.0002294 35338. 154063102. 16.1016855 0.0036933 -0.0086929 2.9966694 60.0000000 CY 0.0002344 35351. 150829480. 16.0707355 0.0037666 -0.0088897 2.9924732 60.0000000 CY 0.0002394 35363. 147728795. 16.0417040 0.0038400 -0.0090863 2.9965159 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 978.7329567 1565972731. 133.4943834 0.0000834 0.0000497 0.2980358 2.4146920

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.000001250 1957.3796131 1565903690. 80.2972702 0.0001004 0.0000329 0.3561716 2.9009885 0.000001875 2935.8806838 1565803031. 62.5871641 0.0001174 0.0000161 0.4138176 3.3884958 0.000002500 3914.1633395 1565665336. 53.7488129 0.0001344 -0.000000628 0.4709689 3.8772139 0.000003125 4891.6725728 1565335223. 48.4584532 0.0001514 -0.0000173 0.5276135 4.3670785 0.000003750 5866.1403687 1564304098. 44.9391519 0.0001685 -0.0000340 0.5837106 4.8577703 0.000004375 6835.8482096 1562479591. 42.4296565 0.0001856 -0.0000506 0.6392251 5.3490064 0.000005000 7799.9583954 1559991679. 40.5501662 0.0002028 -0.0000672 0.6941368 5.8406241 0.000005625 8758.0334647 1556983727. 39.0900756 0.0002199 -0.0000839 0.7484334 6.3325248 0.000006250 9709.8344029 1553573504. 37.9232298 0.0002370 -0.0001005 0.8021072 6.8246479 0.000006875 9709.8344029 1412339550. 34.4539268 0.0002369 -0.0001344 0.8011068 6.8154204 C 0.000007500 9709.8344029 1294644587. 33.2867096 0.0002497 -0.0001553 0.8405833 7.1811344 C 0.000008125 9709.8344029 1195056542. 32.2650656 0.0002622 -0.0001766 0.8788492 7.5388374 C 0.000008750 9709.8344029 1109695360. 31.3613993 0.0002744 -0.0001981 0.9160238 7.8894424 C 0.000009375 9709.8344029 1035715670. 30.5563997 0.0002865 -0.0002198 0.9522490 8.2341149 C 0.0000100 9709.8344029 970983440. 29.8315527 0.0002983 -0.0002417 0.9875408 8.5728501 C 0.0000106 9718.5215052 914684377. 29.1762140 0.0003100 -0.0002638 1.0220262 8.9067272 C 0.0000113 9974.4591832 886618594. 28.5805233 0.0003215 -0.0002860 1.0557756 9.2363082 C 0.0000119 10223. 860843244. 28.0360448 0.0003329 -0.0003083 1.0888345 9.5619317 C 0.0000125 10464. 837100942. 27.5361808 0.0003442 -0.0003308 1.1212527 9.8839905 C 0.0000131 10699. 815186365. 27.0758686 0.0003554 -0.0003534 1.1530890 10.2029838 C 0.0000138 10930. 794924697. 26.6510272 0.0003665 -0.0003760 1.1844027 -10.7977404 C 0.0000144 11156. 776099750. 26.2566423 0.0003774 -0.0003988 1.2151845 -11.4529559 C 0.0000150 11378. 758539689. 25.8886129 0.0003883 -0.0004217 1.2454289 -12.1110034 C 0.0000156 11597. 742209392. 25.5466692 0.0003992 -0.0004446 1.2752688 -12.7705717 C 0.0000163 11812. 726911316. 25.2260901 0.0004099 -0.0004676 1.3046312 -13.4324675 C 0.0000169 12025. 712566914. 24.9251855 0.0004206 -0.0004906 1.3335533 -14.0963561 C 0.0000175 12235. 699131596. 24.6435734 0.0004313 -0.0005137 1.3621222 -14.7613615 C 0.0000181 12442. 686446442. 24.3769028 0.0004418 -0.0005369 1.3902255 -15.4287217 C 0.0000188 12647. 674530159. 24.1267334 0.0004524 -0.0005601 1.4180218 -16.0967762 C 0.0000194 12851. 663256148. 23.8894583 0.0004629 -0.0005834 1.4454098 -16.7666543 C 0.0000200 13052. 652597421. 23.6650251 0.0004733 -0.0006067 1.4724544 -17.4376854 C 0.0000206 13252. 642540631. 23.4537012 0.0004837 -0.0006300 1.4992353 -18.1090112 C 0.0000213 13450. 632936814. 23.2505952 0.0004941 -0.0006534 1.5255489 -18.7829332 C 0.0000219 13647. 623865319. 23.0595734 0.0005044 -0.0006768 1.5516564 -19.4565518 C 0.0000225 13843. 615232886. 22.8775554 0.0005147 -0.0007003 1.5774392 -20.1312200 C 0.0000231 14036. 606979963. 22.7027718 0.0005250 -0.0007237 1.6028395 -20.8076349 C 0.0000238 14230. 599146609. 22.5376216 0.0005353 -0.0007472 1.6280365 -21.4837506 C 0.0000244 14422. 591681915. 22.3804953 0.0005455 -0.0007707 1.6529776 -22.1601811 C 0.0000256 14802. 577651389. 22.0832584 0.0005659 -0.0008179 1.7018033 -23.5174848 C 0.0000269 15180. 564841857. 21.8134757 0.0005862 -0.0008650 1.7497152 -24.8749411 C 0.0000281 15553. 553006334. 21.5630456 0.0006065 -0.0009123 1.7964234 -26.2361721 C 0.0000294 15925. 542132119. 21.3353177 0.0006267 -0.0009595 1.8423356 -27.5962199 C 0.0000306 16292. 531989906. 21.1209325 0.0006468 -0.0010069 1.8869955 -28.9609283 C 0.0000319 16658. 522598941. 20.9244842 0.0006670 -0.0010543 1.9308554 -30.3245986 C 0.0000331 17021. 513854415. 20.7426265 0.0006871 -0.0011017 1.9738169 -31.6884956 C 0.0000344 17382. 505648079. 20.5711909 0.0007071 -0.0011491 2.0156946 -33.0551877 C 0.0000356 17741. 497980728. 20.4129496 0.0007272 -0.0011965 2.0567854 -34.4206776 C 0.0000369 18098. 490797199. 20.2665709 0.0007473 -0.0012439 2.0970843 -35.7849544 C 0.0000381 18452. 483999808. 20.1269466 0.0007673 -0.0012914 2.1362898 -37.1523760 C 0.0000394 18805. 477594266. 19.9967512 0.0007874 -0.0013389 2.1746679 -38.5191534 C 0.0000406 19157. 471550393. 19.8756207 0.0008074 -0.0013863 2.2122544 -39.8846905 C 0.0000419 19507. 465835494. 19.7627533 0.0008276 -0.0014337 2.2490443 -41.2489750 C 0.0000431 19855. 460400985. 19.6555572 0.0008476 -0.0014811 2.2848870 -42.6143499 C 0.0000444 20201. 455224197. 19.5536187 0.0008677 -0.0015286 2.3197927 -43.9807306 C 0.0000456 20545. 450301917. 19.4582419 0.0008878 -0.0015760 2.3539009 -45.3458198 C 0.0000469 20888. 445613497. 19.3689118 0.0009079 -0.0016233 2.3872065 -46.7096042 C

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000481 21230. 441140427. 19.2851671 0.0009281 -0.0016707 2.4197043 -48.0720698 C 0.0000494 21570. 436866069. 19.2065934 0.0009483 -0.0017179 2.4513889 -49.4332027 C 0.0000506 21909. 432763805. 19.1313883 0.0009685 -0.0017652 2.4821446 -50.7950867 C 0.0000519 22245. 428822038. 19.0593885 0.0009887 -0.0018125 2.5119809 -52.1576010 C 0.0000531 22580. 425039906. 18.9916788 0.0010089 -0.0018598 2.5410008 -53.5187260 C 0.0000544 22914. 421406128. 18.9279736 0.0010292 -0.0019070 2.5691987 -54.8784452 C 0.0000556 23246. 417910433. 18.8680131 0.0010495 -0.0019542 2.5965689 -56.2367424 C 0.0000569 23577. 414543445. 18.8115608 0.0010699 -0.0020013 2.6231054 -57.5936005 C 0.0000581 23907. 411296590. 18.7584005 0.0010903 -0.0020484 2.6488024 -58.9490023 C 0.0000594 24235. 408162013. 18.7083345 0.0011108 -0.0020954 2.6736537 -60.0000000 CY 0.0000606 24561. 405132498. 18.6611819 0.0011313 -0.0021424 2.6976532 -60.0000000 CY 0.0000619 24886. 402198400. 18.6162317 0.0011519 -0.0021894 2.7207568 -60.0000000 CY 0.0000631 25209. 399350340. 18.5726861 0.0011724 -0.0022363 2.7429168 -60.0000000 CY 0.0000644 25530. 396589841. 18.5316780 0.0011930 -0.0022833 2.7642169 -60.0000000 CY 0.0000656 25850. 393911630. 18.4930734 0.0012136 -0.0023301 2.7846504 -60.0000000 CY 0.0000669 26169. 391310822. 18.4567489 0.0012343 -0.0023770 2.8042104 -60.0000000 CY 0.0000681 26486. 388782883. 18.4225903 0.0012550 -0.0024237 2.8228899 -60.0000000 CY 0.0000694 26801. 386323601. 18.3904919 0.0012758 -0.0024704 2.8406819 -60.0000000 CY 0.0000706 27115. 383929056. 18.3603558 0.0012967 -0.0025170 2.8575790 -60.0000000 CY 0.0000719 27427. 381595592. 18.3320913 0.0013176 -0.0025636 2.8735737 -60.0000000 CY 0.0000731 27738. 379319800. 18.3056141 0.0013386 -0.0026102 2.8886585 -60.0000000 CY 0.0000744 28047. 377098491. 18.2808459 0.0013596 -0.0026566 2.9028256 -60.0000000 CY 0.0000794 29247. 368464442. 18.1937831 0.0014441 -0.0028421 2.9500158 -60.0000000 CY 0.0000844 30199. 357918951. 18.0860206 0.0015260 -0.0030302 2.9809035 -60.0000000 CY 0.0000894 30881. 345523984. 17.9467174 0.0016040 -0.0032223 2.9967579 -60.0000000 CY 0.0000944 31534. 334132352. 17.8299923 0.0016827 -0.0034135 2.9991623 -60.0000000 CY 0.0000994 32018. 322195554. 17.7020367 0.0017591 -0.0036071 2.9999173 -60.0000000 CY 0.0001044 32377. 310203438. 17.5710790 0.0018340 -0.0038023 2.9993449 -60.0000000 CY 0.0001094 32720. 299153116. 17.4542652 0.0019091 -0.0039972 2.9979809 -60.0000000 CY 0.0001144 33049. 288952504. 17.3536869 0.0019848 -0.0041914 2.9975956 -60.0000000 CY 0.0001194 33366. 279507457. 17.2681687 0.0020614 -0.0043849 2.9981674 -60.0000000 CY 0.0001244 33657. 270610298. 17.1914363 0.0021382 -0.0045781 2.9998115 60.0000000 CY 0.0001294 33854. 261674241. 17.1031713 0.0022127 -0.0047735 2.9997582 60.0000000 CY 0.0001344 33989. 252937690. 17.0106401 0.0022858 -0.0049704 2.9984528 60.0000000 CY 0.0001394 34114. 244766499. 16.9221749 0.0023585 -0.0051677 2.9979279 60.0000000 CY 0.0001444 34235. 237125503. 16.8435220 0.0024318 -0.0053645 2.9995330 60.0000000 CY 0.0001494 34351. 229965692. 16.7734777 0.0025055 -0.0055607 2.9965197 60.0000000 CY 0.0001544 34463. 223243868. 16.7109382 0.0025798 -0.0057565 2.9998250 60.0000000 CY 0.0001594 34571. 216917313. 16.6553926 0.0026545 -0.0059518 2.9966132 60.0000000 CY 0.0001644 34676. 210955893. 16.6056909 0.0027296 -0.0061467 2.9997942 60.0000000 CY 0.0001694 34777. 205324562. 16.5616250 0.0028051 -0.0063411 2.9955129 60.0000000 CY 0.0001744 34875. 199999668. 16.5222713 0.0028811 -0.0065352 2.9993695 60.0000000 CY 0.0001794 34970. 194955097. 16.4873291 0.0029574 -0.0067288 2.9966325 60.0000000 CY 0.0001844 35060. 190156910. 16.4544173 0.0030338 -0.0069225 2.9978794 60.0000000 CY 0.0001894 35145. 185584928. 16.4223126 0.0031100 -0.0071163 2.9999541 60.0000000 CY 0.0001944 35205. 181120944. 16.3848980 0.0031848 -0.0073114 2.9939140 60.0000000 CY 0.0001994 35257. 176835508. 16.3476102 0.0032593 -0.0075069 2.9979191 60.0000000 CY 0.0002044 35279. 172617321. 16.3013791 0.0033316 -0.0077047 2.9998220 60.0000000 CY 0.0002094 35299. 168590627. 16.2584376 0.0034041 -0.0079021 2.9962439 60.0000000 CY 0.0002144 35314. 164731465. 16.2171534 0.0034766 -0.0080997 2.9949402 60.0000000 CY 0.0002194 35329. 161045182. 16.1785508 0.0035492 -0.0082971 2.9982883 60.0000000 CY 0.0002244 35344. 157520145. 16.1424698 0.0036220 -0.0084943 2.9998695 60.0000000 CY 0.0002294 35357. 154143947. 16.1091198 0.0036950 -0.0086912 2.9963152 60.0000000 CY 0.0002344 35369. 150908411. 16.0780650 0.0037683 -0.0088880 2.9927859 60.0000000 CY 0.0002394 35381. 147805888. 16.0489346 0.0038417 -0.0090845 2.9967292 60.0000000 CY

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Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 971.9669277 1555147084. 152.1217540 0.0000951 0.0000613 0.3384648 2.7523130 0.000001250 1943.8446810 1555075745. 89.6112989 0.0001120 0.0000445 0.3961632 3.2386221 0.000001875 2915.5758500 1554973787. 68.7968983 0.0001290 0.0000277 0.4533715 3.7261501 0.000002500 3887.0871055 1554834842. 58.4065144 0.0001460 0.0000110 0.5100850 4.2148973 0.000003125 4858.2946059 1554654274. 52.1857259 0.0001631 -0.000005670 0.5662989 4.7048627 0.000003750 5828.2740624 1554206417. 48.0486707 0.0001802 -0.0000223 0.6219952 5.1959304 0.000004375 6794.9128265 1553122932. 45.0999166 0.0001973 -0.0000389 0.6771357 5.6877957 0.000005000 7756.8029685 1551360594. 42.8922257 0.0002145 -0.0000555 0.7316912 6.1802227 0.000005625 8713.1891628 1549011407. 41.1776839 0.0002316 -0.0000721 0.7856438 6.6730660 0.000006250 9663.6434545 1546182953. 39.8078301 0.0002488 -0.0000887 0.8389816 7.1662317 0.000006875 10608. 1542968648. 38.6883456 0.0002660 -0.0001053 0.8916969 7.6596577 0.000007500 10608. 1414387927. 35.5549933 0.0002667 -0.0001383 0.8932710 7.6744861 C 0.000008125 10608. 1305588856. 34.4333955 0.0002798 -0.0001590 0.9329117 8.0497499 C 0.000008750 10608. 1212332509. 33.4411182 0.0002926 -0.0001799 0.9713592 8.4171711 C 0.000009375 10608. 1131510342. 32.5572581 0.0003052 -0.0002010 1.0087757 8.7780982 C 0.0000100 10608. 1060790945. 31.7621569 0.0003176 -0.0002224 1.0451999 9.1327255 C 0.0000106 10608. 998391478. 31.0440624 0.0003298 -0.0002439 1.0807718 9.4822580 C 0.0000113 10809. 960791045. 30.3886978 0.0003419 -0.0002656 1.1154585 9.8262252 C 0.0000119 11079. 932974567. 29.7898714 0.0003538 -0.0002875 1.1494025 10.1659057 C 0.0000125 11340. 907238250. 29.2399849 0.0003655 -0.0003095 1.1826469 10.5016196 C 0.0000131 11594. 883368316. 28.7329837 0.0003771 -0.0003316 1.2152374 10.8337232 C 0.0000138 11841. 861186272. 28.2640136 0.0003886 -0.0003539 1.2472219 11.1626130 C 0.0000144 12082. 840521383. 27.8287262 0.0004000 -0.0003762 1.2786334 11.4885440 C 0.0000150 12317. 821152384. 27.4216963 0.0004113 -0.0003987 1.3094293 11.8109878 C 0.0000156 12548. 803071286. 27.0425272 0.0004225 -0.0004212 1.3397465 12.1313014 C 0.0000163 12775. 786181435. 26.6891385 0.0004337 -0.0004438 1.3696405 -12.7430059 C 0.0000169 12998. 770248835. 26.3558367 0.0004448 -0.0004665 1.3989871 -13.3962311 C 0.0000175 13218. 755296724. 26.0434357 0.0004558 -0.0004892 1.4279319 -14.0509314 C 0.0000181 13434. 741209248. 25.7493503 0.0004667 -0.0005120 1.4564585 -14.7073289 C 0.0000188 13648. 727882346. 25.4709496 0.0004776 -0.0005349 1.4845320 -15.3658586 C 0.0000194 13859. 715310730. 25.2086919 0.0004884 -0.0005578 1.5122567 -16.0254099 C 0.0000200 14068. 703379094. 24.9594741 0.0004992 -0.0005808 1.5395538 -16.6869050 C 0.0000206 14274. 692071916. 24.7234314 0.0005099 -0.0006038 1.5664970 -17.3495538 C 0.0000213 14479. 681355400. 24.4999327 0.0005206 -0.0006269 1.5931177 -18.0130289 C 0.0000219 14681. 671116048. 24.2857326 0.0005313 -0.0006500 1.6192997 -18.6787071 C 0.0000225 14882. 661427807. 24.0839345 0.0005419 -0.0006731 1.6452636 -19.3440577 C 0.0000231 15081. 652141472. 23.8896496 0.0005524 -0.0006963 1.6707891 -20.0116850 C 0.0000238 15278. 643288441. 23.7046055 0.0005630 -0.0007195 1.6960153 -20.6799904 C 0.0000244 15475. 634873422. 23.5295067 0.0005735 -0.0007427 1.7210264 -21.3479736 C 0.0000256 15863. 619024606. 23.1978970 0.0005944 -0.0007893 1.7698980 -22.6891693 C 0.0000269 16247. 604532366. 22.8961372 0.0006153 -0.0008359 1.8177558 -24.0311418 C 0.0000281 16625. 591122838. 22.6159437 0.0006361 -0.0008827 1.8643300 -25.3774021 C 0.0000294 17001. 578773063. 22.3595501 0.0006568 -0.0009294 1.9099653 -26.7237019 C 0.0000306 17372. 567265018. 22.1196153 0.0006774 -0.0009763 1.9543679 -28.0739728 C 0.0000319 17742. 556613697. 21.8998586 0.0006981 -0.0010232 1.9979391 -29.4229869 C 0.0000331 18107. 546622469. 21.6924320 0.0007186 -0.0010702 2.0402904 -30.7760889 C 0.0000344 18470. 537300148. 21.5004594 0.0007391 -0.0011172 2.0817530 -32.1288231 C 0.0000356 18831. 528587768. 21.3229579 0.0007596 -0.0011641 2.1223708 -33.4805253 C 0.0000369 19188. 520343846. 21.1533796 0.0007800 -0.0012112 2.1617755 -34.8366233 C

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000381 19543. 512603212. 20.9960748 0.0008005 -0.0012583 2.2003586 -36.1914460 C 0.0000394 19897. 505317563. 20.8498846 0.0008210 -0.0013053 2.2381147 -37.5449817 C 0.0000406 20248. 498410286. 20.7112421 0.0008414 -0.0013524 2.2748516 -38.9002241 C 0.0000419 20596. 491856138. 20.5800737 0.0008618 -0.0013995 2.3106216 -40.2564417 C 0.0000431 20944. 485648796. 20.4575610 0.0008822 -0.0014465 2.3455647 -41.6113438 C 0.0000444 21289. 479758619. 20.3429828 0.0009027 -0.0014935 2.3796755 -42.9649176 C 0.0000456 21633. 474153672. 20.2352036 0.0009232 -0.0015405 2.4129120 -44.3178024 C 0.0000469 21974. 468782867. 20.1311475 0.0009436 -0.0015876 2.4450835 -45.6734400 C 0.0000481 22314. 463661108. 20.0334777 0.0009641 -0.0016346 2.4764209 -47.0277088 C 0.0000494 22652. 458769170. 19.9417195 0.0009846 -0.0016816 2.5069186 -48.3805939 C 0.0000506 22988. 454089721. 19.8554453 0.0010052 -0.0017286 2.5365709 -49.7320805 C 0.0000519 23323. 449607093. 19.7742687 0.0010258 -0.0017755 2.5653719 -51.0821531 C 0.0000531 23657. 445303043. 19.6973821 0.0010464 -0.0018223 2.5932827 -52.4315018 C 0.0000544 23987. 441149124. 19.6226550 0.0010670 -0.0018693 2.6201697 -53.7830195 C 0.0000556 24317. 437155079. 19.5521996 0.0010876 -0.0019162 2.6462013 -55.1330642 C 0.0000569 24645. 433310073. 19.4857448 0.0011083 -0.0019630 2.6713715 -56.4816183 C 0.0000581 24971. 429604197. 19.4230433 0.0011290 -0.0020098 2.6956738 -57.8286637 C 0.0000594 25295. 426028368. 19.3638689 0.0011497 -0.0020565 2.7191019 -59.1741819 C 0.0000606 25619. 422574251. 19.3080140 0.0011705 -0.0021032 2.7416492 -60.0000000 CY 0.0000619 25940. 419234174. 19.2552885 0.0011914 -0.0021498 2.7633091 -60.0000000 CY 0.0000631 26260. 416001070. 19.2055172 0.0012123 -0.0021964 2.7840746 -60.0000000 CY 0.0000644 26578. 412865522. 19.1580669 0.0012333 -0.0022429 2.8039105 -60.0000000 CY 0.0000656 26894. 409816351. 19.1118942 0.0012542 -0.0022895 2.8227597 -60.0000000 CY 0.0000669 27209. 406857019. 19.0683129 0.0012752 -0.0023361 2.8407056 -60.0000000 CY 0.0000681 27521. 403982285. 19.0271922 0.0012962 -0.0023825 2.8577409 -60.0000000 CY 0.0000694 27832. 401187279. 18.9884110 0.0013173 -0.0024289 2.8738578 -60.0000000 CY 0.0000706 28142. 398467469. 18.9518571 0.0013385 -0.0024753 2.8890487 -60.0000000 CY 0.0000719 28449. 395818630. 18.9174265 0.0013597 -0.0025216 2.9033056 -60.0000000 CY 0.0000731 28755. 393236822. 18.8850225 0.0013810 -0.0025678 2.9166206 -60.0000000 CY 0.0000744 29060. 390718358. 18.8545555 0.0014023 -0.0026139 2.9289853 -60.0000000 CY 0.0000794 30257. 381186602. 18.7500799 0.0014883 -0.0027980 2.9687583 -60.0000000 CY 0.0000844 31294. 370888544. 18.6457871 0.0015732 -0.0029830 2.9922363 -60.0000000 CY 0.0000894 32009. 358144934. 18.5026288 0.0016537 -0.0031726 2.9999819 -60.0000000 CY 0.0000944 32644. 345896881. 18.3732997 0.0017340 -0.0033623 2.9991814 -60.0000000 CY 0.0000994 33207. 334158310. 18.2563314 0.0018142 -0.0035520 2.9999425 -60.0000000 CY 0.0001044 33573. 321654164. 18.1208047 0.0018914 -0.0037449 2.9991340 -60.0000000 CY 0.0001094 33902. 309958627. 17.9958972 0.0019683 -0.0039379 2.9979439 -60.0000000 CY 0.0001144 34217. 299166530. 17.8873923 0.0020459 -0.0041304 2.9977451 -60.0000000 CY 0.0001194 34521. 289180458. 17.7945487 0.0021242 -0.0043220 2.9985051 60.0000000 CY 0.0001244 34814. 279910817. 17.7152194 0.0022033 -0.0045129 2.9999986 60.0000000 CY 0.0001294 35063. 271017184. 17.6385144 0.0022820 -0.0047043 2.9997379 60.0000000 CY 0.0001344 35223. 262126756. 17.5502464 0.0023583 -0.0048979 2.9984484 60.0000000 CY 0.0001394 35342. 253571619. 17.4563602 0.0024330 -0.0050933 2.9980962 60.0000000 CY 0.0001444 35454. 245572262. 17.3725590 0.0025082 -0.0052881 2.9994577 60.0000000 CY 0.0001494 35563. 238079410. 17.2975984 0.0025838 -0.0054824 2.9962167 60.0000000 CY 0.0001544 35668. 231046559. 17.2304192 0.0026599 -0.0056763 2.9997249 60.0000000 CY 0.0001594 35769. 224429989. 17.1703868 0.0027365 -0.0058697 2.9961036 60.0000000 CY 0.0001644 35866. 218196322. 17.1164520 0.0028135 -0.0060627 2.9996220 60.0000000 CY 0.0001694 35960. 212310532. 17.0682310 0.0028909 -0.0062553 2.9952996 60.0000000 CY 0.0001744 36051. 206745505. 17.0249780 0.0029687 -0.0064475 2.9989757 60.0000000 CY 0.0001794 36139. 201472789. 16.9839486 0.0030465 -0.0066398 2.9982488 60.0000000 CY 0.0001844 36224. 196468191. 16.9461927 0.0031245 -0.0068318 2.9969222 60.0000000 CY 0.0001894 36307. 191718293. 16.9120333 0.0032027 -0.0070235 2.9997154 60.0000000 CY 0.0001944 36383. 187179754. 16.8800396 0.0032811 -0.0072152 2.9957252 60.0000000 CY 0.0001994 36453. 182837524. 16.8495357 0.0033594 -0.0074069 2.9971200 60.0000000 CY 0.0002044 36499. 178588025. 16.8121714 0.0034360 -0.0076003 2.9996131 60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0002094 36536. 174501585. 16.7750351 0.0035123 -0.0077940 2.9972617 60.0000000 CY 0.0002144 36553. 170509160. 16.7326199 0.0035871 -0.0079892 2.9941157 60.0000000 CY 0.0002194 36568. 166691408. 16.6924787 0.0036619 -0.0081843 2.9977497 60.0000000 CY 0.0002244 36580. 163028636. 16.6536778 0.0037367 -0.0083796 2.9996661 60.0000000 CY 0.0002294 36590. 159521701. 16.6175361 0.0038116 -0.0085746 2.9978200 60.0000000 CY



Load Axial Thrust Nominal Mom. Cap. Max. Comp. No. kips in-kip Strain ---- ---------------- ------------------ ------------ 1 482.800 33819.149 0.00300000 2 497.800 33994.442 0.00300000 3 589.000 35004.299 0.00300000 4 590.500 35020.318 0.00300000 5 691.500 36086.606 0.00300000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.2447 8008119. 37732. -0.002344 0.000 1.559E+12 0.000 0.000 0.000 2.256 0.2394 8096358. 37732. -0.002333 0.000 1.559E+12 0.000 0.000 0.000 4.512 0.2341 8184581. 37732. -0.002321 0.000 1.559E+12 0.000 0.000 0.000 6.768 0.2289 8272788. 37732. -0.002309 0.000 1.558E+12 0.000 0.000 0.000 9.024 0.2237 8360979. 37732. -0.002297 0.000 1.558E+12 0.000 0.000 0.000

Page 17

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 11.280 0.2185 8449154. 37732. -0.002285 0.000 1.558E+12 0.000 0.000 0.000 13.536 0.2134 8537313. 37732. -0.002272 0.000 1.558E+12 0.000 0.000 0.000 15.792 0.2083 8625456. 37732. -0.002260 0.000 1.557E+12 0.000 0.000 0.000 18.048 0.2032 8713581. 37732. -0.002247 0.000 1.557E+12 0.000 0.000 0.000 20.304 0.1981 8801690. 37732. -0.002235 0.000 1.557E+12 0.000 0.000 0.000 22.560 0.1931 8889782. 37732. -0.002222 0.000 1.556E+12 0.000 0.000 0.000 24.816 0.1881 8977857. 37732. -0.002209 0.000 1.556E+12 0.000 0.000 0.000 27.072 0.1832 9065914. 37732. -0.002196 0.000 1.556E+12 0.000 0.000 0.000 29.328 0.1782 9153954. 37732. -0.002183 0.000 1.555E+12 0.000 0.000 0.000 31.584 0.1733 9241976. 37732. -0.002169 0.000 1.555E+12 0.000 0.000 0.000 33.840 0.1684 9329981. 37732. -0.002156 0.000 1.555E+12 0.000 0.000 0.000 36.096 0.1636 9417967. 37732. -0.002142 0.000 1.555E+12 0.000 0.000 0.000 38.352 0.1588 9505935. 37732. -0.002129 0.000 1.554E+12 0.000 0.000 0.000 40.608 0.1540 9593885. 37732. -0.002115 0.000 1.554E+12 0.000 0.000 0.000 42.864 0.1492 9681816. 37732. -0.002101 0.000 1.554E+12 0.000 0.000 0.000 45.120 0.1445 9769729. 37732. -0.002085 0.000 1.240E+12 0.000 0.000 0.000 47.376 0.1398 9857617. 37732. -0.002064 0.000 9.026E+11 0.000 0.000 0.000 49.632 0.1352 9945473. 37732. -0.002039 0.000 8.896E+11 0.000 0.000 0.000 51.888 0.1306 10033296. 37732. -0.002013 0.000 8.803E+11 0.000 0.000 0.000 54.144 0.1261 10121084. 37732. -0.001987 0.000 8.710E+11 0.000 0.000 0.000 56.400 0.1216 10208837. 37732. -0.001961 0.000 8.622E+11 0.000 0.000 0.000 58.656 0.1173 10296555. 37732. -0.001934 0.000 8.533E+11 0.000 0.000 0.000 60.912 0.1129 10384236. 37732. -0.001906 0.000 8.447E+11 0.000 0.000 0.000 63.168 0.1087 10471880. 37732. -0.001878 0.000 8.363E+11 0.000 0.000 0.000 65.424 0.1044 10559487. 37732. -0.001850 0.000 8.279E+11 0.000 0.000 0.000 67.680 0.1003 10647056. 37732. -0.001821 0.000 8.199E+11 0.000 0.000 0.000 69.936 0.0962 10734585. 37732. -0.001791 0.000 8.120E+11 0.000 0.000 0.000 72.192 0.0922 10822075. 37732. -0.001761 0.000 8.042E+11 0.000 0.000 0.000 74.448 0.0883 10909524. 37732. -0.001730 0.000 7.967E+11 0.000 0.000 0.000 76.704 0.0844 10996932. 37732. -0.001699 0.000 7.892E+11 0.000 0.000 0.000 78.960 0.0806 11084298. 37732. -0.001668 0.000 7.819E+11 0.000 0.000 0.000 81.216 0.0769 11171622. 37732. -0.001635 0.000 7.748E+11 0.000 0.000 0.000 83.472 0.0732 11258902. 37732. -0.001603 0.000 7.678E+11 0.000 0.000 0.000 85.728 0.0697 11346138. 37732. -0.001569 0.000 7.610E+11 0.000 0.000 0.000 87.984 0.0662 11433330. 37732. -0.001535 0.000 7.543E+11 0.000 0.000 0.000 90.240 0.0627 11520475. 37732. -0.001501 0.000 7.478E+11 0.000 0.000 0.000 92.496 0.0594 11607575. 37732. -0.001466 0.000 7.414E+11 0.000 0.000 0.000 94.752 0.0561 11694627. 37732. -0.001430 0.000 7.351E+11 0.000 0.000 0.000 97.008 0.0529 11781632. 37732. -0.001394 0.000 7.290E+11 0.000 0.000 0.000 99.264 0.0498 11868588. 37732. -0.001357 0.000 7.230E+11 0.000 0.000 0.000 101.520 0.0468 11955495. 37732. -0.001320 0.000 7.171E+11 0.000 0.000 0.000 103.776 0.0439 12042352. 37727. -0.001282 0.000 7.114E+11 -4.6756 240.3994 0.000 106.032 0.0410 12129134. 37710. -0.001244 0.000 7.058E+11 -9.9256 545.7715 0.000 108.288 0.0383 12215813. 37683. -0.001204 0.000 7.003E+11 -14.4374 851.1437 0.000 110.544 0.0356 12302367. 37646. -0.001165 0.000 6.949E+11 -18.2470 1156.5158 0.000 112.800 0.0330 12388775. 37601. -0.001125 0.000 6.896E+11 -21.3914 1461.8880 0.000 115.056 0.0305 12475020. 37550. -0.001084 0.000 6.845E+11 -23.9082 1767.2602 0.000 117.312 0.0281 12561089. 37494. -0.001042 0.000 6.794E+11 -25.8359 2072.6323 0.000 119.568 0.0258 12646970. 37434. -0.001000 0.000 6.746E+11 -27.2133 2378.0045 0.000 121.824 0.0236 12732657. 37372. -0.000958 0.000 6.697E+11 -28.0804 2683.3766 0.000 124.080 0.0215 12818143. 37308. -0.000915 0.000 6.650E+11 -28.4777 2988.7488 0.000 126.336 0.0195 12903427. 37244. -0.000871 0.000 6.604E+11 -28.4464 3294.1210 0.000 128.592 0.0176 12988507. 37180. -0.000826 0.000 6.559E+11 -28.0285 3599.4931 0.000 130.848 0.0158 13073385. 37118. -0.000781 0.000 6.515E+11 -27.2666 3904.8653 0.000 133.104 0.0140 13158064. 37057. -0.000736 0.000 6.472E+11 -26.2044 4210.2374 0.000 135.360 0.0124 13242548. 37000. -0.000690 0.000 6.430E+11 -24.8858 4515.6096 0.000

Page 18

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 137.616 0.0109 13326844. 36945. -0.000643 0.000 6.389E+11 -23.3558 4820.9818 0.000 139.872 0.009532 13410959. 36895. -0.000596 0.000 6.348E+11 -21.6600 5126.3539 0.000 142.128 0.008242 13494899. 8978.2153 -0.000548 0.000 6.308E+11 -24727. 6768000. 0.000 144.384 0.007061 13452927. -42809. -0.000499 0.000 6.328E+11 -21184. 6768000. 0.000 146.640 0.005989 13303074. -86970. -0.000452 0.000 6.400E+11 -17966. 6768000. 0.000 148.896 0.005022 13061721. -124229. -0.000406 0.000 6.521E+11 -15065. 6768000. 0.000 151.152 0.004157 12743633. -155289. -0.000362 0.000 6.691E+11 -12470. 6768000. 0.000 153.408 0.003389 12362021. -180822. -0.000320 0.000 6.912E+11 -10166. 6768000. 0.000 155.664 0.002712 11928616. -201465. -0.000281 0.000 7.189E+11 -8134.7646 6768000. 0.000 157.920 0.002119 11453759. -217812. -0.000246 0.000 7.527E+11 -6356.9886 6768000. 0.000 160.176 0.001604 10946502. -230410. -0.000213 0.000 7.935E+11 -4811.5396 6768000. 0.000 162.432 0.001159 10414715. -239759. -0.000183 0.000 8.417E+11 -3476.7210 6768000. 0.000 164.688 0.000777 9865196. -246310. -0.000157 0.000 8.982E+11 -2330.8198 6768000. 0.000 166.944 0.000451 9303781. -250465. -0.000138 0.000 1.555E+12 -1352.6148 6768000. 0.000 169.200 0.000155 8735463. -252516. -0.000125 0.000 1.557E+12 -465.7676 6768000. 0.000 171.456 -0.000112 8164759. -252663. -0.000112 0.000 1.559E+12 335.4186 6768000. 0.000 173.712 -0.000352 7595746. -251093. -0.000101 0.000 1.560E+12 1056.6281 6768000. 0.000 175.968 -0.000568 7032096. -247980. -9.050E-05 0.000 1.562E+12 1703.5159 6768000. 0.000 178.224 -0.000761 6477102. -243484. -8.075E-05 0.000 1.563E+12 2281.6611 6768000. 0.000 180.480 -0.000932 5933709. -237756. -7.180E-05 0.000 1.564E+12 2796.5365 6768000. 0.000 182.736 -0.001084 5404537. -230932. -6.362E-05 0.000 1.565E+12 3253.4897 6768000. 0.000 184.992 -0.001219 4891914. -223136. -5.620E-05 0.000 1.565E+12 3657.7060 6768000. 0.000 187.248 -0.001338 4397897. -214482. -4.951E-05 0.000 1.565E+12 4014.2056 6768000. 0.000 189.504 -0.001443 3924303. -205072. -4.351E-05 0.000 1.566E+12 4327.8113 6768000. 0.000 191.760 -0.001534 3472727. -194998. -3.818E-05 0.000 1.566E+12 4603.1464 6768000. 0.000 194.016 -0.001615 3044573. -184341. -3.348E-05 0.000 1.566E+12 4844.6161 6768000. 0.000 196.272 -0.001685 2641069. -173173. -2.939E-05 0.000 1.566E+12 5056.3969 6768000. 0.000 198.528 -0.001747 2263296. -161556. -2.586E-05 0.000 1.566E+12 5242.4243 6768000. 0.000 200.784 -0.001802 1912199. -149544. -2.285E-05 0.000 1.566E+12 5406.3824 6768000. 0.000 203.040 -0.001851 1588615. -137183. -2.033E-05 0.000 1.566E+12 5551.6953 6768000. 0.000 205.296 -0.001894 1293283. -124512. -1.825E-05 0.000 1.566E+12 5681.5183 6768000. 0.000 207.552 -0.001933 1026865. -111562. -1.658E-05 0.000 1.566E+12 5798.7312 6768000. 0.000 209.808 -0.001969 789958. -98359. -1.527E-05 0.000 1.566E+12 5905.9319 6768000. 0.000 212.064 -0.002002 583108. -84923. -1.428E-05 0.000 1.566E+12 6005.4304 6768000. 0.000 214.320 -0.002033 406821. -71269. -1.357E-05 0.000 1.566E+12 6099.2433 6768000. 0.000 216.576 -0.002063 261576. -57408. -1.309E-05 0.000 1.566E+12 6189.0897 6768000. 0.000 218.832 -0.002092 147831. -43347. -1.279E-05 0.000 1.566E+12 6276.3857 6768000. 0.000 221.088 -0.002121 66028. -29091. -1.264E-05 0.000 1.566E+12 6362.2403 6768000. 0.000 223.344 -0.002149 16607. -14641. -1.258E-05 0.000 1.566E+12 6447.4510 6768000. 0.000 225.600 -0.002177 0.000 0.000 -1.257E-05 0.000 1.566E+12 6532.4999 3384000. 0.000




Page 19





Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.1900 8017192. 33791. -0.001813 0.000 1.550E+12 0.000 0.000 0.000 2.256 0.1859 8096245. 33791. -0.001802 0.000 1.550E+12 0.000 0.000 0.000 4.512 0.1819 8175279. 33791. -0.001790 0.000 1.550E+12 0.000 0.000 0.000 6.768 0.1778 8254294. 33791. -0.001778 0.000 1.550E+12 0.000 0.000 0.000 9.024 0.1738 8333291. 33791. -0.001766 0.000 1.550E+12 0.000 0.000 0.000 11.280 0.1699 8412269. 33791. -0.001754 0.000 1.550E+12 0.000 0.000 0.000 13.536 0.1659 8491228. 33791. -0.001741 0.000 1.550E+12 0.000 0.000 0.000 15.792 0.1620 8570167. 33791. -0.001729 0.000 1.549E+12 0.000 0.000 0.000 18.048 0.1581 8649087. 33791. -0.001716 0.000 1.549E+12 0.000 0.000 0.000 20.304 0.1543 8727988. 33791. -0.001704 0.000 1.549E+12 0.000 0.000 0.000 22.560 0.1504 8806868. 33791. -0.001691 0.000 1.549E+12 0.000 0.000 0.000 24.816 0.1466 8885729. 33791. -0.001678 0.000 1.548E+12 0.000 0.000 0.000 27.072 0.1429 8964569. 33791. -0.001665 0.000 1.548E+12 0.000 0.000 0.000 29.328 0.1391 9043389. 33791. -0.001652 0.000 1.548E+12 0.000 0.000 0.000 31.584 0.1354 9122189. 33791. -0.001639 0.000 1.548E+12 0.000 0.000 0.000 33.840 0.1317 9200967. 33791. -0.001625 0.000 1.547E+12 0.000 0.000 0.000 36.096 0.1281 9279725. 33791. -0.001612 0.000 1.547E+12 0.000 0.000 0.000 38.352 0.1245 9358462. 33791. -0.001598 0.000 1.547E+12 0.000 0.000 0.000 40.608 0.1209 9437177. 33791. -0.001585 0.000 1.547E+12 0.000 0.000 0.000 42.864 0.1173 9515871. 33791. -0.001571 0.000 1.547E+12 0.000 0.000 0.000 45.120 0.1138 9594543. 33791. -0.001557 0.000 1.546E+12 0.000 0.000 0.000 47.376 0.1103 9673193. 33791. -0.001543 0.000 1.546E+12 0.000 0.000 0.000 49.632 0.1068 9751822. 33791. -0.001529 0.000 1.546E+12 0.000 0.000 0.000 51.888 0.1034 9830428. 33791. -0.001514 0.000 1.546E+12 0.000 0.000 0.000 54.144 0.1000 9909012. 33791. -0.001500 0.000 1.545E+12 0.000 0.000 0.000 56.400 0.0966 9987573. 33791. -0.001485 0.000 1.545E+12 0.000 0.000 0.000 58.656 0.0933 10066111. 33791. -0.001471 0.000 1.545E+12 0.000 0.000 0.000 60.912 0.0900 10144627. 33791. -0.001456 0.000 1.544E+12 0.000 0.000 0.000 63.168 0.0867 10223119. 33791. -0.001441 0.000 1.544E+12 0.000 0.000 0.000 65.424 0.0835 10301588. 33791. -0.001426 0.000 1.544E+12 0.000 0.000 0.000 67.680 0.0803 10380034. 33791. -0.001411 0.000 1.544E+12 0.000 0.000 0.000 69.936 0.0771 10458456. 33791. -0.001396 0.000 1.543E+12 0.000 0.000 0.000 72.192 0.0740 10536854. 33791. -0.001380 0.000 1.543E+12 0.000 0.000 0.000 74.448 0.0709 10615228. 33791. -0.001365 0.000 1.491E+12 0.000 0.000 0.000 76.704 0.0678 10693577. 33791. -0.001344 0.000 9.847E+11 0.000 0.000 0.000 78.960 0.0648 10771888. 33791. -0.001320 0.000 9.674E+11 0.000 0.000 0.000 81.216 0.0619 10850160. 33791. -0.001294 0.000 9.563E+11 0.000 0.000 0.000 83.472 0.0590 10928391. 33791. -0.001269 0.000 9.481E+11 0.000 0.000 0.000

Page 20

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 85.728 0.0561 11006582. 33791. -0.001242 0.000 9.401E+11 0.000 0.000 0.000 87.984 0.0534 11084732. 33791. -0.001216 0.000 9.324E+11 0.000 0.000 0.000 90.240 0.0507 11162840. 33791. -0.001189 0.000 9.244E+11 0.000 0.000 0.000 92.496 0.0480 11240906. 33791. -0.001161 0.000 9.167E+11 0.000 0.000 0.000 94.752 0.0454 11318928. 33791. -0.001133 0.000 9.093E+11 0.000 0.000 0.000 97.008 0.0429 11396907. 33791. -0.001105 0.000 9.017E+11 0.000 0.000 0.000 99.264 0.0404 11474841. 33791. -0.001076 0.000 8.943E+11 0.000 0.000 0.000 101.520 0.0380 11552730. 33791. -0.001047 0.000 8.871E+11 0.000 0.000 0.000 103.776 0.0357 11630573. 33787. -0.001018 0.000 8.800E+11 -3.8047 240.3994 0.000 106.032 0.0334 11708351. 33773. -0.000988 0.000 8.729E+11 -8.0905 545.7715 0.000 108.288 0.0312 11786039. 33751. -0.000957 0.000 8.660E+11 -11.7897 851.1437 0.000 110.544 0.0291 11863620. 33721. -0.000926 0.000 8.592E+11 -14.9305 1156.5158 0.000 112.800 0.0271 11941077. 33684. -0.000895 0.000 8.524E+11 -17.5417 1461.8880 0.000 115.056 0.0251 12018395. 33642. -0.000863 0.000 8.458E+11 -19.6527 1767.2602 0.000 117.312 0.0232 12095562. 33596. -0.000831 0.000 8.394E+11 -21.2934 2072.6323 0.000 119.568 0.0213 12172571. 33547. -0.000798 0.000 8.329E+11 -22.4941 2378.0045 0.000 121.824 0.0196 12249414. 33495. -0.000765 0.000 8.266E+11 -23.2860 2683.3766 0.000 124.080 0.0179 12326086. 33442. -0.000731 0.000 8.204E+11 -23.7005 2988.7488 0.000 126.336 0.0163 12402585. 33388. -0.000697 0.000 8.143E+11 -23.7699 3294.1210 0.000 128.592 0.0147 12478909. 33335. -0.000662 0.000 8.083E+11 -23.5269 3599.4931 0.000 130.848 0.0133 12555059. 33283. -0.000627 0.000 8.025E+11 -23.0047 3904.8653 0.000 133.104 0.0119 12631036. 33232. -0.000592 0.000 7.968E+11 -22.2373 4210.2374 0.000 135.360 0.0106 12706845. 33182. -0.000556 0.000 7.911E+11 -21.2591 4515.6096 0.000 137.616 0.009408 12782489. 33136. -0.000519 0.000 7.857E+11 -20.1052 4820.9818 0.000 139.872 0.008278 12857974. 33092. -0.000482 0.000 7.801E+11 -18.8111 5126.3539 0.000 142.128 0.007232 12933305. 8596.6194 -0.000445 0.000 7.748E+11 -21697. 6768000. 0.000 144.384 0.006271 12898150. -37099. -0.000407 0.000 7.772E+11 -18814. 6768000. 0.000 146.640 0.005395 12767184. -76576. -0.000370 0.000 7.868E+11 -16184. 6768000. 0.000 148.896 0.004600 12553795. -110399. -0.000334 0.000 8.026E+11 -13801. 6768000. 0.000 151.152 0.003886 12270108. -139117. -0.000300 0.000 8.249E+11 -11658. 6768000. 0.000 153.408 0.003247 11927035. -163256. -0.000267 0.000 8.536E+11 -9741.7756 6768000. 0.000 155.664 0.002680 11534331. -183313. -0.000237 0.000 8.888E+11 -8038.8638 6768000. 0.000 157.920 0.002178 11100668. -199751. -0.000209 0.000 9.307E+11 -6534.1045 6768000. 0.000 160.176 0.001737 10633707. -213000. -0.000186 0.000 1.265E+12 -5211.4530 6768000. 0.000 162.432 0.001339 10140192. -223410. -0.000169 0.000 1.544E+12 -4017.1790 6768000. 0.000 164.688 0.000974 9626209. -231238. -0.000155 0.000 1.546E+12 -2923.1499 6768000. 0.000 166.944 0.000641 9097327. -236706. -0.000141 0.000 1.548E+12 -1924.1737 6768000. 0.000 169.200 0.000338 8558630. -240022. -0.000128 0.000 1.549E+12 -1014.9404 6768000. 0.000 171.456 6.335E-05 8014749. -241381. -0.000116 0.000 1.551E+12 -190.0508 6768000. 0.000 173.712 -0.000185 7469882. -240968. -0.000105 0.000 1.552E+12 555.9220 6768000. 0.000 175.968 -0.000409 6927828. -238955. -9.433E-05 0.000 1.553E+12 1228.3982 6768000. 0.000 178.224 -0.000611 6392010. -235502. -8.466E-05 0.000 1.554E+12 1832.7556 6768000. 0.000 180.480 -0.000791 5865505. -230757. -7.576E-05 0.000 1.554E+12 2374.2903 6768000. 0.000 182.736 -0.000953 5351071. -224855. -6.762E-05 0.000 1.554E+12 2858.2003 6768000. 0.000 184.992 -0.001097 4851172. -217920. -6.021E-05 0.000 1.555E+12 3289.5478 6768000. 0.000 187.248 -0.001224 4368004. -210066. -5.352E-05 0.000 1.555E+12 3673.2508 6768000. 0.000 189.504 -0.001338 3903522. -201395. -4.752E-05 0.000 1.555E+12 4014.0570 6768000. 0.000 191.760 -0.001439 3459460. -191998. -4.218E-05 0.000 1.555E+12 4316.5301 6768000. 0.000 194.016 -0.001528 3037360. -181957. -3.747E-05 0.000 1.555E+12 4585.0322 6768000. 0.000 196.272 -0.001608 2638588. -171344. -3.335E-05 0.000 1.555E+12 4823.7094 6768000. 0.000 198.528 -0.001679 2264361. -160221. -2.979E-05 0.000 1.555E+12 5036.4781 6768000. 0.000 200.784 -0.001742 1915762. -148644. -2.676E-05 0.000 1.555E+12 5227.0134 6768000. 0.000 203.040 -0.001800 1593762. -136658. -2.422E-05 0.000 1.555E+12 5398.7387 6768000. 0.000 205.296 -0.001852 1299235. -124303. -2.212E-05 0.000 1.555E+12 5554.8158 6768000. 0.000 207.552 -0.001899 1032977. -111609. -2.043E-05 0.000 1.555E+12 5698.1365 6768000. 0.000 209.808 -0.001944 795717. -98604. -1.910E-05 0.000 1.555E+12 5831.3152 6768000. 0.000

Page 21

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 212.064 -0.001986 588134. -85307. -1.810E-05 0.000 1.555E+12 5956.6815 6768000. 0.000 214.320 -0.002025 410867. -71734. -1.737E-05 0.000 1.555E+12 6076.2735 6768000. 0.000 216.576 -0.002064 264524. -57896. -1.688E-05 0.000 1.555E+12 6191.8315 6768000. 0.000 218.832 -0.002102 149694. -43800. -1.658E-05 0.000 1.555E+12 6304.7924 6768000. 0.000 221.088 -0.002139 66952. -29450. -1.642E-05 0.000 1.555E+12 6416.2835 6768000. 0.000 223.344 -0.002176 16866. -14850. -1.636E-05 0.000 1.555E+12 6527.1174 6768000. 0.000 225.600 -0.002213 0.000 0.000 -1.635E-05 0.000 1.555E+12 6637.7856 3384000. 0.000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.4871 11870178. 40441. -0.005224 0.000 5.930E+11 0.000 0.000 0.000 2.256 0.4753 11967079. 40441. -0.005179 0.000 5.930E+11 0.000 0.000 0.000 4.512 0.4637 12063930. 40441. -0.005133 0.000 5.930E+11 0.000 0.000 0.000 6.768 0.4522 12160731. 40441. -0.005087 0.000 5.845E+11 0.000 0.000 0.000 9.024 0.4408 12257480. 40441. -0.005040 0.000 5.804E+11 0.000 0.000 0.000 11.280 0.4294 12354178. 40441. -0.004992 0.000 5.764E+11 0.000 0.000 0.000 13.536 0.4182 12450824. 40441. -0.004943 0.000 5.725E+11 0.000 0.000 0.000 15.792 0.4071 12547416. 40441. -0.004893 0.000 5.687E+11 0.000 0.000 0.000 18.048 0.3962 12643953. 40441. -0.004843 0.000 5.650E+11 0.000 0.000 0.000 20.304 0.3853 12740436. 40441. -0.004792 0.000 5.614E+11 0.000 0.000 0.000 22.560 0.3745 12836863. 40441. -0.004741 0.000 5.579E+11 0.000 0.000 0.000 24.816 0.3639 12933233. 40441. -0.004689 0.000 5.544E+11 0.000 0.000 0.000 27.072 0.3534 13029546. 40441. -0.004636 0.000 5.510E+11 0.000 0.000 0.000 29.328 0.3430 13125801. 40441. -0.004582 0.000 5.477E+11 0.000 0.000 0.000 31.584 0.3327 13221997. 40441. -0.004527 0.000 5.444E+11 0.000 0.000 0.000

Page 22

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 33.840 0.3226 13318134. 40441. -0.004472 0.000 5.413E+11 0.000 0.000 0.000 36.096 0.3125 13414210. 40441. -0.004416 0.000 5.382E+11 0.000 0.000 0.000 38.352 0.3026 13510224. 40441. -0.004360 0.000 5.352E+11 0.000 0.000 0.000 40.608 0.2929 13606177. 40441. -0.004303 0.000 5.322E+11 0.000 0.000 0.000 42.864 0.2832 13702067. 40441. -0.004245 0.000 5.293E+11 0.000 0.000 0.000 45.120 0.2737 13797893. 40441. -0.004186 0.000 5.265E+11 0.000 0.000 0.000 47.376 0.2643 13893655. 40441. -0.004126 0.000 5.237E+11 0.000 0.000 0.000 49.632 0.2551 13989352. 40441. -0.004066 0.000 5.210E+11 0.000 0.000 0.000 51.888 0.2460 14084982. 40441. -0.004005 0.000 5.183E+11 0.000 0.000 0.000 54.144 0.2370 14180546. 40441. -0.003943 0.000 5.157E+11 0.000 0.000 0.000 56.400 0.2282 14276043. 40441. -0.003881 0.000 5.132E+11 0.000 0.000 0.000 58.656 0.2195 14371470. 40441. -0.003818 0.000 5.107E+11 0.000 0.000 0.000 60.912 0.2110 14466829. 40441. -0.003754 0.000 5.082E+11 0.000 0.000 0.000 63.168 0.2026 14562118. 40441. -0.003689 0.000 5.058E+11 0.000 0.000 0.000 65.424 0.1943 14657336. 40441. -0.003624 0.000 5.034E+11 0.000 0.000 0.000 67.680 0.1862 14752483. 40441. -0.003558 0.000 5.011E+11 0.000 0.000 0.000 69.936 0.1783 14847557. 40441. -0.003491 0.000 4.989E+11 0.000 0.000 0.000 72.192 0.1705 14942558. 40441. -0.003424 0.000 4.966E+11 0.000 0.000 0.000 74.448 0.1628 15037485. 40441. -0.003356 0.000 4.944E+11 0.000 0.000 0.000 76.704 0.1553 15132338. 40441. -0.003287 0.000 4.923E+11 0.000 0.000 0.000 78.960 0.1480 15227115. 40441. -0.003217 0.000 4.902E+11 0.000 0.000 0.000 81.216 0.1408 15321815. 40441. -0.003146 0.000 4.881E+11 0.000 0.000 0.000 83.472 0.1338 15416439. 40441. -0.003075 0.000 4.861E+11 0.000 0.000 0.000 85.728 0.1269 15510984. 40441. -0.003003 0.000 4.841E+11 0.000 0.000 0.000 87.984 0.1202 15605451. 40441. -0.002931 0.000 4.822E+11 0.000 0.000 0.000 90.240 0.1137 15699838. 40441. -0.002857 0.000 4.802E+11 0.000 0.000 0.000 92.496 0.1073 15794145. 40441. -0.002783 0.000 4.784E+11 0.000 0.000 0.000 94.752 0.1012 15888371. 40441. -0.002708 0.000 4.765E+11 0.000 0.000 0.000 97.008 0.0951 15982515. 40441. -0.002633 0.000 4.747E+11 0.000 0.000 0.000 99.264 0.0893 16076576. 40441. -0.002556 0.000 4.729E+11 0.000 0.000 0.000 101.520 0.0836 16170553. 40441. -0.002479 0.000 4.711E+11 0.000 0.000 0.000 103.776 0.0781 16264447. 40432. -0.002402 0.000 4.694E+11 -8.3207 240.3994 0.000 106.032 0.0728 16358212. 40402. -0.002323 0.000 4.676E+11 -17.6008 545.7715 0.000 108.288 0.0676 16451803. 40354. -0.002244 0.000 4.660E+11 -25.5053 851.1437 0.000 110.544 0.0626 16545176. 40289. -0.002164 0.000 4.643E+11 -32.1072 1156.5158 0.000 112.800 0.0578 16638299. 40210. -0.002083 0.000 4.627E+11 -37.4806 1461.8880 0.000 115.056 0.0532 16731142. 40121. -0.002001 0.000 4.611E+11 -41.7004 1767.2602 0.000 117.312 0.0488 16823685. 40023. -0.001919 0.000 4.596E+11 -44.8425 2072.6323 0.000 119.568 0.0446 16915909. 39920. -0.001836 0.000 4.580E+11 -46.9836 2378.0045 0.000 121.824 0.0405 17007803. 39812. -0.001753 0.000 4.565E+11 -48.2014 2683.3766 0.000 124.080 0.0367 17099360. 39703. -0.001668 0.000 4.551E+11 -48.5743 2988.7488 0.000 126.336 0.0330 17190578. 39594. -0.001583 0.000 4.536E+11 -48.1816 3294.1210 0.000 128.592 0.0295 17281457. 39487. -0.001497 0.000 4.522E+11 -47.1038 3599.4931 0.000 130.848 0.0262 17372003. 39382. -0.001411 0.000 4.508E+11 -45.4219 3904.8653 0.000 133.104 0.0232 17462223. 39282. -0.001323 0.000 4.494E+11 -43.2178 4210.2374 0.000 135.360 0.0203 17552127. 39188. -0.001235 0.000 4.481E+11 -40.5747 4515.6096 0.000 137.616 0.0176 17641729. 39100. -0.001147 0.000 4.467E+11 -37.5761 4820.9818 0.000 139.872 0.0151 17731042. 39018. -0.001057 0.000 4.454E+11 -34.3068 5126.3539 0.000 142.128 0.0128 17820083. -4383.0526 -0.000967 0.000 4.441E+11 -38442. 6768000. 0.000 144.384 0.0107 17713372. -84072. -0.000877 0.000 4.457E+11 -32204. 6768000. 0.000 146.640 0.008858 17442660. -150372. -0.000788 0.000 4.497E+11 -26573. 6768000. 0.000 148.896 0.007178 17036609. -204636. -0.000702 0.000 4.561E+11 -21534. 6768000. 0.000 151.152 0.005688 16520871. -248175. -0.000620 0.000 4.648E+11 -17065. 6768000. 0.000 153.408 0.004380 15918193. -282245. -0.000542 0.000 4.759E+11 -13139. 6768000. 0.000 155.664 0.003241 15248562. -308034. -0.000469 0.000 4.897E+11 -9723.6368 6768000. 0.000 157.920 0.002261 14529365. -326655. -0.000402 0.000 5.066E+11 -6783.8025 6768000. 0.000

Page 23

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 160.176 0.001427 13775571. -339137. -0.000340 0.000 5.271E+11 -4281.8736 6768000. 0.000 162.432 0.000726 12999921. -346425. -0.000284 0.000 5.520E+11 -2178.9780 6768000. 0.000 164.688 0.000145 12213122. -349374. -0.000234 0.000 5.822E+11 -435.6637 6768000. 0.000 166.944 -0.000329 11424055. -348752. -0.000189 0.000 6.191E+11 987.3740 6768000. 0.000 169.200 -0.000710 10639968. -345237. -0.000151 0.000 6.643E+11 2128.6578 6768000. 0.000 171.456 -0.001008 9866675. -339423. -0.000117 0.000 7.284E+11 3025.3840 6768000. 0.000 173.712 -0.001238 9108747. -331819. -9.536E-05 0.000 1.563E+12 3715.2971 6768000. 0.000 175.968 -0.001439 8369713. -322760. -8.276E-05 0.000 1.566E+12 4316.2253 6768000. 0.000 178.224 -0.001612 7652634. -312437. -7.123E-05 0.000 1.569E+12 4835.5416 6768000. 0.000 180.480 -0.001760 6960154. -301026. -6.073E-05 0.000 1.571E+12 5280.3672 6768000. 0.000 182.736 -0.001886 6294537. -288688. -5.122E-05 0.000 1.573E+12 5657.5456 6768000. 0.000 184.992 -0.001991 5657705. -275568. -4.265E-05 0.000 1.574E+12 5973.6182 6768000. 0.000 187.248 -0.002078 5051267. -261797. -3.498E-05 0.000 1.576E+12 6234.8242 6768000. 0.000 189.504 -0.002149 4476554. -247492. -2.816E-05 0.000 1.576E+12 6447.0836 6768000. 0.000 191.760 -0.002205 3934646. -232757. -2.214E-05 0.000 1.577E+12 6615.9849 6768000. 0.000 194.016 -0.002249 3426404. -217683. -1.688E-05 0.000 1.577E+12 6746.7915 6768000. 0.000 196.272 -0.002281 2952495. -202352. -1.231E-05 0.000 1.577E+12 6844.4265 6768000. 0.000 198.528 -0.002304 2513417. -186834. -8.406E-06 0.000 1.577E+12 6913.4801 6768000. 0.000 200.784 -0.002319 2109520. -171186. -5.099E-06 0.000 1.577E+12 6958.2034 6768000. 0.000 203.040 -0.002328 1741035. -155461. -2.346E-06 0.000 1.577E+12 6982.5067 6768000. 0.000 205.296 -0.002330 1408085. -139700. -9.392E-08 0.000 1.577E+12 6989.9573 6768000. 0.000 207.552 -0.002328 1110708. -123938. 1.707E-06 0.000 1.577E+12 6983.7781 6768000. 0.000 209.808 -0.002322 848873. -108202. 3.109E-06 0.000 1.577E+12 6966.8478 6768000. 0.000 212.064 -0.002314 622495. -92513. 4.161E-06 0.000 1.577E+12 6941.7010 6768000. 0.000 214.320 -0.002304 431447. -76887. 4.914E-06 0.000 1.577E+12 6910.5288 6768000. 0.000 216.576 -0.002292 275569. -61337. 5.420E-06 0.000 1.577E+12 6875.1805 6768000. 0.000 218.832 -0.002279 154682. -45870. 5.728E-06 0.000 1.577E+12 6837.1648 6768000. 0.000 221.088 -0.002266 68592. -30490. 5.887E-06 0.000 1.577E+12 6797.6519 6768000. 0.000 223.344 -0.002252 17100. -15199. 5.949E-06 0.000 1.577E+12 6757.4751 6768000. 0.000 225.600 -0.002239 0.000 0.000 5.961E-06 0.000 1.577E+12 6717.1327 3384000. 0.000






Page 24

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6oHorizontal shear force at pile head = 39520.000 lbsApplied moment at pile head = 12132342.000 in-lbsAxial thrust load on pile head = 589000.000 lbs

Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.4417 12132342. 39520. -0.004693 0.000 6.978E+11 0.000 0.000 0.000 2.256 0.4312 12227709. 39520. -0.004654 0.000 6.978E+11 0.000 0.000 0.000 4.512 0.4207 12323024. 39520. -0.004614 0.000 6.978E+11 0.000 0.000 0.000 6.768 0.4104 12418286. 39520. -0.004574 0.000 6.862E+11 0.000 0.000 0.000 9.024 0.4001 12513493. 39520. -0.004533 0.000 6.805E+11 0.000 0.000 0.000 11.280 0.3899 12608646. 39520. -0.004491 0.000 6.751E+11 0.000 0.000 0.000 13.536 0.3798 12703742. 39520. -0.004448 0.000 6.697E+11 0.000 0.000 0.000 15.792 0.3698 12798782. 39520. -0.004405 0.000 6.645E+11 0.000 0.000 0.000 18.048 0.3599 12893763. 39520. -0.004361 0.000 6.593E+11 0.000 0.000 0.000 20.304 0.3502 12988687. 39520. -0.004317 0.000 6.543E+11 0.000 0.000 0.000 22.560 0.3405 13083550. 39520. -0.004272 0.000 6.494E+11 0.000 0.000 0.000 24.816 0.3309 13178354. 39520. -0.004226 0.000 6.447E+11 0.000 0.000 0.000 27.072 0.3214 13273096. 39520. -0.004180 0.000 6.400E+11 0.000 0.000 0.000 29.328 0.3120 13367775. 39520. -0.004132 0.000 6.354E+11 0.000 0.000 0.000 31.584 0.3028 13462392. 39520. -0.004085 0.000 6.309E+11 0.000 0.000 0.000 33.840 0.2936 13556945. 39520. -0.004036 0.000 6.265E+11 0.000 0.000 0.000 36.096 0.2845 13651433. 39520. -0.003987 0.000 6.223E+11 0.000 0.000 0.000 38.352 0.2756 13745855. 39520. -0.003937 0.000 6.181E+11 0.000 0.000 0.000 40.608 0.2668 13840211. 39520. -0.003887 0.000 6.140E+11 0.000 0.000 0.000 42.864 0.2581 13934498. 39520. -0.003836 0.000 6.099E+11 0.000 0.000 0.000 45.120 0.2495 14028718. 39520. -0.003784 0.000 6.060E+11 0.000 0.000 0.000 47.376 0.2410 14122868. 39520. -0.003731 0.000 6.021E+11 0.000 0.000 0.000 49.632 0.2326 14216948. 39520. -0.003678 0.000 5.984E+11 0.000 0.000 0.000 51.888 0.2244 14310956. 39520. -0.003624 0.000 5.947E+11 0.000 0.000 0.000 54.144 0.2163 14404893. 39520. -0.003569 0.000 5.911E+11 0.000 0.000 0.000 56.400 0.2083 14498756. 39520. -0.003514 0.000 5.875E+11 0.000 0.000 0.000 58.656 0.2004 14592545. 39520. -0.003458 0.000 5.840E+11 0.000 0.000 0.000 60.912 0.1927 14686260. 39520. -0.003401 0.000 5.806E+11 0.000 0.000 0.000 63.168 0.1851 14779898. 39520. -0.003344 0.000 5.773E+11 0.000 0.000 0.000 65.424 0.1776 14873460. 39520. -0.003286 0.000 5.740E+11 0.000 0.000 0.000 67.680 0.1703 14966944. 39520. -0.003227 0.000 5.708E+11 0.000 0.000 0.000 69.936 0.1630 15060350. 39520. -0.003167 0.000 5.676E+11 0.000 0.000 0.000 72.192 0.1560 15153676. 39520. -0.003107 0.000 5.646E+11 0.000 0.000 0.000 74.448 0.1490 15246921. 39520. -0.003046 0.000 5.615E+11 0.000 0.000 0.000 76.704 0.1422 15340085. 39520. -0.002985 0.000 5.585E+11 0.000 0.000 0.000 78.960 0.1356 15433167. 39520. -0.002922 0.000 5.556E+11 0.000 0.000 0.000 81.216 0.1290 15526166. 39520. -0.002859 0.000 5.528E+11 0.000 0.000 0.000 83.472 0.1227 15619080. 39520. -0.002796 0.000 5.500E+11 0.000 0.000 0.000 85.728 0.1164 15711909. 39520. -0.002731 0.000 5.472E+11 0.000 0.000 0.000 87.984 0.1103 15804652. 39520. -0.002666 0.000 5.445E+11 0.000 0.000 0.000 90.240 0.1044 15897309. 39520. -0.002600 0.000 5.419E+11 0.000 0.000 0.000 92.496 0.0986 15989877. 39520. -0.002534 0.000 5.393E+11 0.000 0.000 0.000 94.752 0.0930 16082356. 39520. -0.002466 0.000 5.367E+11 0.000 0.000 0.000 97.008 0.0875 16174746. 39520. -0.002398 0.000 5.342E+11 0.000 0.000 0.000 99.264 0.0821 16267044. 39520. -0.002330 0.000 5.317E+11 0.000 0.000 0.000 101.520 0.0770 16359251. 39520. -0.002260 0.000 5.293E+11 0.000 0.000 0.000 103.776 0.0719 16451366. 39511. -0.002190 0.000 5.269E+11 -7.6666 240.3994 0.000 106.032 0.0671 16543347. 39484. -0.002119 0.000 5.245E+11 -16.2290 545.7715 0.000

Page 25

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 108.288 0.0624 16635152. 39440. -0.002048 0.000 5.222E+11 -23.5358 851.1437 0.000 110.544 0.0578 16726741. 39380. -0.001976 0.000 5.200E+11 -29.6530 1156.5158 0.000 112.800 0.0535 16818083. 39307. -0.001903 0.000 5.178E+11 -34.6475 1461.8880 0.000 115.056 0.0493 16909151. 39224. -0.001829 0.000 5.156E+11 -38.5869 1767.2602 0.000 117.312 0.0452 16999925. 39134. -0.001755 0.000 5.135E+11 -41.5399 2072.6323 0.000 119.568 0.0413 17090388. 39038. -0.001680 0.000 5.114E+11 -43.5759 2378.0045 0.000 121.824 0.0376 17180529. 38938. -0.001604 0.000 5.093E+11 -44.7653 2683.3766 0.000 124.080 0.0341 17270341. 38837. -0.001528 0.000 5.073E+11 -45.1792 2988.7488 0.000 126.336 0.0307 17359821. 38735. -0.001450 0.000 5.053E+11 -44.8897 3294.1210 0.000 128.592 0.0276 17448969. 38635. -0.001373 0.000 5.033E+11 -43.9696 3599.4931 0.000 130.848 0.0245 17537790. 38538. -0.001294 0.000 5.014E+11 -42.4928 3904.8653 0.000 133.104 0.0217 17626289. 38444. -0.001215 0.000 4.996E+11 -40.5337 4210.2374 0.000 135.360 0.0191 17714477. 38355. -0.001135 0.000 4.977E+11 -38.1678 4515.6096 0.000 137.616 0.0166 17802364. 38272. -0.001054 0.000 4.959E+11 -35.4714 4820.9818 0.000 139.872 0.0143 17889962. 38195. -0.000973 0.000 4.941E+11 -32.5216 5126.3539 0.000 142.128 0.0122 17977287. -3157.9765 -0.000891 0.000 4.924E+11 -36628. 6768000. 0.000 144.384 0.0103 17878081. -79305. -0.000809 0.000 4.944E+11 -30878. 6768000. 0.000 146.640 0.008560 17621614. -143101. -0.000728 0.000 4.997E+11 -25679. 6768000. 0.000 148.896 0.007006 17234346. -195777. -0.000650 0.000 5.081E+11 -21019. 6768000. 0.000 151.152 0.005626 16739997. -238524. -0.000576 0.000 5.197E+11 -16877. 6768000. 0.000 153.408 0.004409 16159654. -272482. -0.000505 0.000 5.346E+11 -13227. 6768000. 0.000 155.664 0.003346 15511901. -298726. -0.000439 0.000 5.532E+11 -10039. 6768000. 0.000 157.920 0.002426 14812972. -318259. -0.000379 0.000 5.761E+11 -7278.1151 6768000. 0.000 160.176 0.001637 14076923. -332007. -0.000324 0.000 6.040E+11 -4910.2731 6768000. 0.000 162.432 0.000966 13315814. -340816. -0.000274 0.000 6.379E+11 -2898.3019 6768000. 0.000 164.688 0.000402 12539891. -345444. -0.000229 0.000 6.790E+11 -1205.0699 6768000. 0.000 166.944 -6.872E-05 11757780. -346571. -0.000190 0.000 7.287E+11 206.1584 6768000. 0.000 169.200 -0.000457 10976669. -344792. -0.000156 0.000 7.887E+11 1371.0353 6768000. 0.000 171.456 -0.000774 10202495. -340624. -0.000127 0.000 8.608E+11 2323.4153 6768000. 0.000 173.712 -0.001032 9440110. -334513. -0.000107 0.000 1.555E+12 3094.8356 6768000. 0.000 175.968 -0.001258 8693458. -326765. -9.398E-05 0.000 1.557E+12 3773.5378 6768000. 0.000 178.224 -0.001456 7965995. -317583. -8.193E-05 0.000 1.560E+12 4367.0034 6768000. 0.000 180.480 -0.001627 7260743. -307149. -7.092E-05 0.000 1.561E+12 4882.4783 6768000. 0.000 182.736 -0.001776 6580326. -295633. -6.092E-05 0.000 1.563E+12 5326.9531 6768000. 0.000 184.992 -0.001902 5927009. -283187. -5.190E-05 0.000 1.564E+12 5707.1479 6768000. 0.000 187.248 -0.002010 5302727. -269948. -4.381E-05 0.000 1.565E+12 6029.4917 6768000. 0.000 189.504 -0.002100 4709122. -256040. -3.659E-05 0.000 1.566E+12 6300.1007 6768000. 0.000 191.760 -0.002175 4147572. -241573. -3.021E-05 0.000 1.566E+12 6524.7821 6768000. 0.000 194.016 -0.002236 3619223. -226646. -2.461E-05 0.000 1.566E+12 6709.0173 6768000. 0.000 196.272 -0.002286 3125013. -211342. -1.976E-05 0.000 1.566E+12 6857.9617 6768000. 0.000 198.528 -0.002325 2665700. -195737. -1.558E-05 0.000 1.566E+12 6976.4357 6768000. 0.000 200.784 -0.002356 2241889. -179894. -1.205E-05 0.000 1.566E+12 7068.9186 6768000. 0.000 203.040 -0.002380 1854052. -163867. -9.100E-06 0.000 1.566E+12 7139.5434 6768000. 0.000 205.296 -0.002397 1502547. -147700. -6.682E-06 0.000 1.566E+12 7192.0917 6768000. 0.000 207.552 -0.002410 1187645. -131432. -4.744E-06 0.000 1.566E+12 7229.9910 6768000. 0.000 209.808 -0.002419 909537. -115092. -3.234E-06 0.000 1.566E+12 7256.3114 6768000. 0.000 212.064 -0.002425 668359. -98702. -2.097E-06 0.000 1.566E+12 7273.7645 6768000. 0.000 214.320 -0.002428 464200. -82280. -1.282E-06 0.000 1.566E+12 7284.7016 6768000. 0.000 216.576 -0.002430 297115. -65838. -7.333E-07 0.000 1.566E+12 7291.1131 6768000. 0.000 218.832 -0.002432 167139. -49386. -3.990E-07 0.000 1.566E+12 7294.6280 6768000. 0.000 221.088 -0.002432 74288. -32927. -2.251E-07 0.000 1.566E+12 7296.5134 6768000. 0.000 223.344 -0.002433 18573. -16465. -1.582E-07 0.000 1.566E+12 7297.6746 6768000. 0.000 225.600 -0.002433 0.000 0.000 -1.448E-07 0.000 1.566E+12 7298.6546 3384000. 0.000

* This analysis makes computations of pile response using nonlinear moment-curvature relationships. The above values of total stress are computed for combined axial stress and do not equal the

Page 26

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o actual stresses in concrete and steel in the range of nonlinear bending.






Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.1310 6426701. 26968. -0.001243 0.000 1.571E+12 0.000 0.000 0.000 2.256 0.1282 6488931. 26968. -0.001234 0.000 1.571E+12 0.000 0.000 0.000 4.512 0.1254 6551151. 26968. -0.001224 0.000 1.571E+12 0.000 0.000 0.000 6.768 0.1227 6613361. 26968. -0.001215 0.000 1.571E+12 0.000 0.000 0.000 9.024 0.1199 6675560. 26968. -0.001205 0.000 1.571E+12 0.000 0.000 0.000 11.280 0.1172 6737748. 26968. -0.001196 0.000 1.570E+12 0.000 0.000 0.000 13.536 0.1145 6799925. 26968. -0.001186 0.000 1.570E+12 0.000 0.000 0.000 15.792 0.1119 6862091. 26968. -0.001176 0.000 1.570E+12 0.000 0.000 0.000 18.048 0.1092 6924246. 26968. -0.001166 0.000 1.570E+12 0.000 0.000 0.000 20.304 0.1066 6986390. 26968. -0.001156 0.000 1.570E+12 0.000 0.000 0.000 22.560 0.1040 7048523. 26968. -0.001146 0.000 1.569E+12 0.000 0.000 0.000 24.816 0.1014 7110644. 26968. -0.001136 0.000 1.569E+12 0.000 0.000 0.000 27.072 0.0989 7172754. 26968. -0.001126 0.000 1.569E+12 0.000 0.000 0.000 29.328 0.0963 7234852. 26968. -0.001115 0.000 1.569E+12 0.000 0.000 0.000 31.584 0.0938 7296939. 26968. -0.001105 0.000 1.569E+12 0.000 0.000 0.000 33.840 0.0914 7359013. 26968. -0.001094 0.000 1.568E+12 0.000 0.000 0.000 36.096 0.0889 7421076. 26968. -0.001084 0.000 1.568E+12 0.000 0.000 0.000 38.352 0.0865 7483127. 26968. -0.001073 0.000 1.568E+12 0.000 0.000 0.000 40.608 0.0841 7545166. 26968. -0.001062 0.000 1.568E+12 0.000 0.000 0.000 42.864 0.0817 7607192. 26968. -0.001051 0.000 1.568E+12 0.000 0.000 0.000 45.120 0.0793 7669207. 26968. -0.001040 0.000 1.567E+12 0.000 0.000 0.000 47.376 0.0770 7731209. 26968. -0.001029 0.000 1.567E+12 0.000 0.000 0.000 49.632 0.0747 7793198. 26968. -0.001018 0.000 1.567E+12 0.000 0.000 0.000 51.888 0.0724 7855175. 26968. -0.001007 0.000 1.567E+12 0.000 0.000 0.000 54.144 0.0701 7917139. 26968. -0.000995 0.000 1.567E+12 0.000 0.000 0.000

Page 27

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 56.400 0.0679 7979090. 26968. -0.000984 0.000 1.566E+12 0.000 0.000 0.000 58.656 0.0657 8041029. 26968. -0.000972 0.000 1.566E+12 0.000 0.000 0.000 60.912 0.0635 8102954. 26968. -0.000961 0.000 1.566E+12 0.000 0.000 0.000 63.168 0.0614 8164866. 26968. -0.000949 0.000 1.566E+12 0.000 0.000 0.000 65.424 0.0592 8226765. 26968. -0.000937 0.000 1.565E+12 0.000 0.000 0.000 67.680 0.0571 8288651. 26968. -0.000925 0.000 1.565E+12 0.000 0.000 0.000 69.936 0.0551 8350523. 26968. -0.000913 0.000 1.565E+12 0.000 0.000 0.000 72.192 0.0530 8412382. 26968. -0.000901 0.000 1.565E+12 0.000 0.000 0.000 74.448 0.0510 8474227. 26968. -0.000889 0.000 1.564E+12 0.000 0.000 0.000 76.704 0.0490 8536059. 26968. -0.000877 0.000 1.564E+12 0.000 0.000 0.000 78.960 0.0470 8597876. 26968. -0.000864 0.000 1.564E+12 0.000 0.000 0.000 81.216 0.0451 8659680. 26968. -0.000852 0.000 1.564E+12 0.000 0.000 0.000 83.472 0.0432 8721470. 26968. -0.000840 0.000 1.564E+12 0.000 0.000 0.000 85.728 0.0413 8783245. 26968. -0.000827 0.000 1.563E+12 0.000 0.000 0.000 87.984 0.0395 8845007. 26968. -0.000814 0.000 1.563E+12 0.000 0.000 0.000 90.240 0.0376 8906754. 26968. -0.000801 0.000 1.563E+12 0.000 0.000 0.000 92.496 0.0358 8968486. 26968. -0.000788 0.000 1.563E+12 0.000 0.000 0.000 94.752 0.0341 9030204. 26968. -0.000775 0.000 1.562E+12 0.000 0.000 0.000 97.008 0.0323 9091908. 26968. -0.000762 0.000 1.562E+12 0.000 0.000 0.000 99.264 0.0306 9153596. 26968. -0.000749 0.000 1.562E+12 0.000 0.000 0.000 101.520 0.0290 9215270. 26968. -0.000736 0.000 1.562E+12 0.000 0.000 0.000 103.776 0.0273 9276929. 26965. -0.000723 0.000 1.561E+12 -2.9112 240.3994 0.000 106.032 0.0257 9338558. 26954. -0.000709 0.000 1.561E+12 -6.2185 545.7715 0.000 108.288 0.0241 9400140. 26937. -0.000696 0.000 1.561E+12 -9.1001 851.1437 0.000 110.544 0.0226 9461660. 26914. -0.000682 0.000 1.561E+12 -11.5685 1156.5158 0.000 112.800 0.0210 9523107. 26885. -0.000668 0.000 1.560E+12 -13.6362 1461.8880 0.000 115.056 0.0196 9584468. 26853. -0.000654 0.000 1.560E+12 -15.3159 1767.2602 0.000 117.312 0.0181 9645736. 26817. -0.000640 0.000 1.560E+12 -16.6204 2072.6323 0.000 119.568 0.0167 9706904. 26778. -0.000627 0.000 1.560E+12 -17.5626 2378.0045 0.000 121.824 0.0153 9767966. 26738. -0.000611 0.000 1.272E+12 -18.1556 2683.3766 0.000 124.080 0.0139 9828917. 26697. -0.000587 0.000 7.467E+11 -18.4221 2988.7488 0.000 126.336 0.0126 9889740. 26655. -0.000557 0.000 7.415E+11 -18.4186 3294.1210 0.000 128.592 0.0114 9950436. 26614. -0.000527 0.000 7.364E+11 -18.1738 3599.4931 0.000 130.848 0.0102 10011006. 26573. -0.000496 0.000 7.315E+11 -17.7167 3904.8653 0.000 133.104 0.009150 10071450. 26534. -0.000465 0.000 7.266E+11 -17.0770 4210.2374 0.000 135.360 0.008136 10131773. 26496. -0.000434 0.000 7.218E+11 -16.2847 4515.6096 0.000 137.616 0.007193 10191977. 26461. -0.000402 0.000 7.171E+11 -15.3704 4820.9818 0.000 139.872 0.006322 10252066. 26427. -0.000370 0.000 7.125E+11 -14.3652 5126.3539 0.000 142.128 0.005524 10312046. 7717.1406 -0.000337 0.000 7.080E+11 -16573. 6768000. 0.000 144.384 0.004801 10287643. -27222. -0.000304 0.000 7.098E+11 -14402. 6768000. 0.000 146.640 0.004151 10189904. -57515. -0.000272 0.000 7.173E+11 -12453. 6768000. 0.000 148.896 0.003574 10028749. -83654. -0.000240 0.000 7.301E+11 -10721. 6768000. 0.000 151.152 0.003066 9812996. -106122. -0.000210 0.000 7.542E+11 -9198.0326 6768000. 0.000 153.408 0.002625 9550397. -125380. -0.000189 0.000 1.560E+12 -7874.1498 6768000. 0.000 155.664 0.002215 9247707. -141756. -0.000175 0.000 1.561E+12 -6643.7296 6768000. 0.000 157.920 0.001835 8911188. -155458. -0.000162 0.000 1.563E+12 -5503.7398 6768000. 0.000 160.176 0.001484 8546643. -166687. -0.000149 0.000 1.564E+12 -4450.8096 6768000. 0.000 162.432 0.001160 8159431. -175634. -0.000137 0.000 1.566E+12 -3481.3040 6768000. 0.000 164.688 0.000864 7754489. -182484. -0.000126 0.000 1.567E+12 -2591.3703 6768000. 0.000 166.944 0.000592 7336345. -187412. -0.000115 0.000 1.569E+12 -1776.9849 6768000. 0.000 169.200 0.000345 6909145. -190583. -0.000105 0.000 1.570E+12 -1034.0147 6768000. 0.000 171.456 0.000119 6476671. -192153. -9.520E-05 0.000 1.571E+12 -358.2373 6768000. 0.000 173.712 -8.487E-05 6042363. -192270. -8.621E-05 0.000 1.572E+12 254.5975 6768000. 0.000 175.968 -0.000270 5609342. -191071. -7.786E-05 0.000 1.573E+12 808.7555 6768000. 0.000 178.224 -0.000436 5180427. -188682. -7.012E-05 0.000 1.574E+12 1308.4734 6768000. 0.000 180.480 -0.000586 4758164. -185223. -6.300E-05 0.000 1.575E+12 1757.9395 6768000. 0.000

Page 28

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o 182.736 -0.000720 4344841. -180803. -5.648E-05 0.000 1.575E+12 2161.2700 6768000. 0.000 184.992 -0.000841 3942510. -175519. -5.055E-05 0.000 1.575E+12 2522.4816 6768000. 0.000 187.248 -0.000948 3553011. -169464. -4.518E-05 0.000 1.576E+12 2845.4848 6768000. 0.000 189.504 -0.001045 3177989. -162719. -4.036E-05 0.000 1.576E+12 3134.0557 6768000. 0.000 191.760 -0.001131 2818912. -155358. -3.607E-05 0.000 1.576E+12 3391.8302 6768000. 0.000 194.016 -0.001207 2477094. -147446. -3.228E-05 0.000 1.576E+12 3622.2891 6768000. 0.000 196.272 -0.001276 2153707. -139041. -2.896E-05 0.000 1.576E+12 3828.7451 6768000. 0.000 198.528 -0.001338 1849804. -130194. -2.610E-05 0.000 1.576E+12 4014.3322 6768000. 0.000 200.784 -0.001394 1566328. -120949. -2.365E-05 0.000 1.576E+12 4181.9956 6768000. 0.000 203.040 -0.001445 1304135. -111342. -2.160E-05 0.000 1.576E+12 4334.4822 6768000. 0.000 205.296 -0.001491 1064000. -101406. -1.990E-05 0.000 1.576E+12 4474.3324 6768000. 0.000 207.552 -0.001535 846635. -91166. -1.853E-05 0.000 1.576E+12 4603.8734 6768000. 0.000 209.808 -0.001575 652701. -80643. -1.746E-05 0.000 1.576E+12 4725.2112 6768000. 0.000 212.064 -0.001613 482815. -69853. -1.665E-05 0.000 1.576E+12 4840.2248 6768000. 0.000 214.320 -0.001650 337562. -58809. -1.606E-05 0.000 1.576E+12 4950.5604 6768000. 0.000 216.576 -0.001686 217505. -47520. -1.566E-05 0.000 1.576E+12 5057.6253 6768000. 0.000 218.832 -0.001721 123189. -35991. -1.542E-05 0.000 1.576E+12 5162.5827 6768000. 0.000 221.088 -0.001755 55148. -24227. -1.529E-05 0.000 1.576E+12 5266.3465 6768000. 0.000 223.344 -0.001790 13910. -12230. -1.524E-05 0.000 1.576E+12 5369.5760 6768000. 0.000 225.600 -0.001824 0.000 0.000 -1.523E-05 0.000 1.576E+12 5472.6708 3384000. 0.000






Load Type 1: Load 1 = Shear, lbs, and Load 2 = Moment, in-lbsLoad Type 2: Load 1 = Shear, lbs, and Load 2 = Slope, radiansLoad Type 3: Load 1 = Shear, lbs, and Load 2 = Rotational Stiffness, in-lbs/radianLoad Type 4: Load 1 = Top Deflection, inches, and Load 2 = Moment, in-lbsLoad Type 5: Load 1 = Top Deflection, inches, and Load 2 = Slope, radians

Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation

Page 29

Route 609 Drilled Shafts Pier 1 Columns 1&3 service - 7ft Socket - 54-inch dia-New Loads.lp6o No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 37732. M = 8008119. 590500. 0.24465077 13494899. -252663. 0.00000000 2 1 V = 33791. M = 8017192. 691500. 0.18998745 12933305. -241381. 0.00000000 3 1 V = 40441. M = 11870178. 482800. 0.48708076 17820083. -349374. 0.00000000 4 1 V = 39520. M = 12132342. 589000. 0.44171878 17977287. -346571. 0.00000000 5 1 V = 26968. M = 6426701. 497800. 0.13096903 10312046. -192270. 0.00000000


Top y Shear React. Mom. React. K22 K32 in lbs in-lbs lbs/in in-lbs/in ------------ -------------- -------------- -------------- -------------- 0.0011990 3773.200056224 340254. 3146834. 283770396. 0.0036095 11358. 1024266. 3146834. 283770338. 0.0057210 18003. 1623418. 3146806. 283766872. 0.0072191 22717. 2048523. 3146779. 283764082. 0.0083812 26374. 2378258. 3146752. 283761184. 0.0093307 29361. 2647669. 3146728. 283758604. 0.0101335 31887. 2875452. 3146709. 283756484. 0.0108290 34075. 3072766. 3146692. 283754593. 0.0114424 36005. 3246808. 3146675. 283752681. 0.0119911 37732. 3402494. 3146658. 283750800.

Top Rotation Shear React. Mom. React. K23 K33 rad lbs in-lbs lbs/rad in-lbs/rad ------------ -------------- -------------- -------------- -------------- 0.0000234 6635.930351302 800812. 283770396. 34244891328. 0.0000704 19976. 2410684. 283759996. 34243536194. 0.0001116 31662. 3820844. 283743733. 34241384415. 0.0001408 39953. 4821368. 283721995. 34238573081. 0.0001635 46384. 5597435. 283682863. 34233622931. 0.0001821 51639. 6231528. 283628638. 34226762118. 0.0001978 56082. 6767646. 283561974. 34218318987. 0.0002114 59932. 7232052. 283489749. 34209142118. 0.0002234 63327. 7641688. 283413779. 34199469128. 0.0002342 66365. 8008119. 283339164. 34189932085.



Page 30

Lateral D

eflection

(inch

es)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - C

olu

mn

s #1 & #3 - S

ervice Lim

it State

Depth (ft)

-0.1-0.05

00.05

0.10.15

0.20.25

0.30.35

0.40.45

0.5

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Case 5

Ben

din

g M

om

ent (in

-kips)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - C

olu

mn

s #1 & #3 - S

ervice Lim

it State

Depth (ft)

02000

40006000

80001E

41.2E

41.4E

41.6E

41.8E

4

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Case 5

Sh

ear Fo

rce (kips)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - C

olu

mn

s #1 & #3 - S

ervice Lim

it State

Depth (ft)

-400-350

-300-250

-200-150

-100-50

050

100

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Case 5

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o================================================================================




================================================================================




Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6dName of output file: Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6oName of plot output file: Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6pName of runtime file: Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6r


Date: March 19, 2013 Time: 9:43:10

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for Drilled Pier 1 -Columns #1 & #3-Strength

Page 1

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o

-------------------------------------------------------------------------------- Program Options--------------------------------------------------------------------------------














Page 2

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 2 18.800000 54.0000000


Section No. 1:














Page 3




Layer Soil Type Depth Eff. Unit Friction qu kpy Num. (p-y Curve Criteria) ft Wt., pcf Ang., deg. psi pci ----- ------------------------- ---------- ------------ ------------- ------------ ---------- 1 Sand (Reese, et al.) 8.500 62.600 32.000 -- 60.000 11.800 62.600 32.000 -- 60.000 2 Vuggy Limestone 11.800 77.600 -- 3000.000 -- 20.000 77.600 -- 3000.000 --

-------------------------------------------------------------------------------- Loading Type--------------------------------------------------------------------------------




Load Load Condition 1 Condition 2 Axial Thrust No. Type Force, lbs----- ---- -------------------- ----------------------- ---------------- 1 1 V = 33859.000 lbs M = 2303245.000 in-lbs 613800.000 2 1 V = 35470.000 lbs M = 9492082.000 in-lbs 931100.000 3 1 V = 42692.000 lbs M = 14521828.000 in-lbs 625600.000 4 1 V = 41304.000 lbs M = 14976510.000 in-lbs 811500.000




Page 4


Section No. 1:








Number Axial Thrust Force

Page 5

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o kips ------ ------------------ 1 613.800 2 625.600 3 811.500 4 931.100




Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 977.1761767 1563481883. 137.7803116 0.0000861 0.0000524 0.3073650 2.4923744 0.000001250 1954.2653926 1563412314. 82.4403129 0.0001031 0.0000356 0.3654002 2.9786738 0.000001875 2931.2087942 1563311357. 64.0159466 0.0001200 0.0000188 0.4229454 3.4661859 0.000002500 3907.9334379 1563173375. 54.8204915 0.0001371 0.000002051 0.4799960 3.9549106 0.000003125 4884.0946922 1562910302. 49.3162061 0.0001541 -0.0000146 0.5365431 4.4448124 0.000003750 5857.6702526 1562045401. 45.6549471 0.0001712 -0.0000313 0.5925506 4.9356130 0.000004375 6826.7737790 1560405435. 43.0444846 0.0001883 -0.0000479 0.6479812 5.4270127 0.000005000 7790.4457304 1558089146. 41.0895303 0.0002054 -0.0000646 0.7028127 5.9188319 0.000005625 8748.1872074 1555233281. 39.5709183 0.0002226 -0.0000812 0.7570316 6.4109623 0.000006250 9699.7190061 1551955041. 38.3573687 0.0002397 -0.0000978 0.8106293 6.9033356 0.000006875 10645. 1548346457. 37.3654652 0.0002569 -0.0001144 0.8636001 7.3959084 0.000007500 10645. 1419317586. 33.8226606 0.0002537 -0.0001513 0.8530911 7.2977037 C 0.000008125 10645. 1310139310. 32.7773662 0.0002663 -0.0001724 0.8916852 7.6595482 C 0.000008750 10645. 1216557931. 31.8528333 0.0002787 -0.0001938 0.9291666 8.0141438 C 0.000009375 10645. 1135454069. 31.0295158 0.0002909 -0.0002153 0.9656865 8.3627433 C 0.0000100 10645. 1064488189. 30.2873904 0.0003029 -0.0002371 1.0012304 8.7050432 C 0.0000106 10645. 1001871237. 29.6172071 0.0003147 -0.0002591 1.0359757 9.0426082 C 0.0000113 10645. 946211724. 29.0078421 0.0003263 -0.0002812 1.0699642 9.3757209 C 0.0000119 10645. 896411107. 28.4506116 0.0003379 -0.0003034 1.1032395 9.7046981 C 0.0000125 10673. 853829762. 27.9386698 0.0003492 -0.0003258 1.1358478 10.0298927 C 0.0000131 10912. 831394989. 27.4666350 0.0003605 -0.0003483 1.1678401 10.3517192 C 0.0000138 11146. 810617067. 27.0303960 0.0003717 -0.0003708 1.1992770 10.6707079 C 0.0000144 11376. 791346685. 26.6265134 0.0003828 -0.0003935 1.2302157 -11.2987659 C 0.0000150 11601. 773396504. 26.2506840 0.0003938 -0.0004162 1.2606512 -11.9535024 C 0.0000156 11822. 756589295. 25.8985985 0.0004047 -0.0004391 1.2905489 -12.6111038 C 0.0000163 12040. 740927422. 25.5709414 0.0004155 -0.0004620 1.3200688 -13.2699563 C 0.0000169 12255. 726194112. 25.2623173 0.0004263 -0.0004849 1.3490908 -13.9313722 C 0.0000175 12467. 712374848. 24.9728574 0.0004370 -0.0005080 1.3777237 -14.5942498 C 0.0000181 12676. 699364707. 24.7002321 0.0004477 -0.0005311 1.4059544 -15.2587717 C 0.0000188 12883. 687099403. 24.4430171 0.0004583 -0.0005542 1.4337997 -15.9247969 C

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000194 13088. 675505668. 24.1996546 0.0004689 -0.0005774 1.4612599 -16.5923627 C 0.0000200 13291. 664572191. 23.9704311 0.0004794 -0.0006006 1.4884213 -17.2605499 C 0.0000206 13492. 654159219. 23.7511737 0.0004899 -0.0006239 1.5151317 -17.9310854 C 0.0000213 13692. 644341153. 23.5453198 0.0005003 -0.0006472 1.5416315 -18.6013091 C 0.0000219 13890. 634965405. 23.3477387 0.0005107 -0.0006705 1.5676990 -19.2737470 C 0.0000225 14086. 626055991. 23.1601017 0.0005211 -0.0006939 1.5934729 -19.9468586 C 0.0000231 14282. 617612361. 22.9830648 0.0005315 -0.0007173 1.6190392 -20.6196633 C 0.0000238 14476. 609505160. 22.8118097 0.0005418 -0.0007407 1.6441637 -21.2949036 C 0.0000244 14668. 601777524. 22.6488350 0.0005521 -0.0007642 1.6690276 -21.9704984 C 0.0000256 15051. 587371396. 22.3460625 0.0005726 -0.0008111 1.7180236 -23.3221885 C 0.0000269 15429. 574114085. 22.0663953 0.0005930 -0.0008582 1.7657805 -24.6778218 C 0.0000281 15805. 561951606. 21.8112645 0.0006134 -0.0009053 1.8126099 -26.0337185 C 0.0000294 16176. 550670666. 21.5735968 0.0006337 -0.0009525 1.8582508 -27.3932359 C 0.0000306 16546. 540265889. 21.3566819 0.0006540 -0.0009997 1.9030891 -28.7515531 C 0.0000319 16911. 530540292. 21.1524557 0.0006742 -0.0010470 1.9467293 -30.1138676 C 0.0000331 17275. 521494689. 20.9640901 0.0006944 -0.0010943 1.9895153 -31.4757521 C 0.0000344 17637. 513067467. 20.7906402 0.0007147 -0.0011416 2.0315014 -32.8364242 C 0.0000356 17995. 505118199. 20.6253483 0.0007348 -0.0011890 2.0723046 -34.2012434 C 0.0000369 18352. 497671413. 20.4723862 0.0007549 -0.0012363 2.1123125 -35.5648606 C 0.0000381 18707. 490677586. 20.3305699 0.0007751 -0.0012836 2.1515216 -36.9272448 C 0.0000394 19060. 484072168. 20.1971390 0.0007953 -0.0013310 2.1897986 -38.2903356 C 0.0000406 19411. 477809172. 20.0704673 0.0008154 -0.0013784 2.2270822 -39.6551368 C 0.0000419 19760. 471888044. 19.9523982 0.0008355 -0.0014257 2.2635669 -41.0186750 C 0.0000431 20108. 466278744. 19.8421936 0.0008557 -0.0014731 2.2992476 -42.3809378 C 0.0000444 20455. 460954612. 19.7391986 0.0008759 -0.0015203 2.3341192 -43.7419124 C 0.0000456 20799. 455867406. 19.6403951 0.0008961 -0.0015677 2.3679892 -45.1048084 C 0.0000469 21141. 451012503. 19.5468327 0.0009163 -0.0016150 2.4009730 -46.4677429 C 0.0000481 21482. 446381409. 19.4590846 0.0009365 -0.0016623 2.4331461 -47.8293462 C 0.0000494 21822. 441956840. 19.3767192 0.0009567 -0.0017095 2.4645033 -49.1896039 C 0.0000506 22160. 437723211. 19.2993478 0.0009770 -0.0017567 2.4950390 -50.5485012 C 0.0000519 22496. 433666436. 19.2266194 0.0009974 -0.0018039 2.5247476 -51.9060231 C 0.0000531 22832. 429770195. 19.1577575 0.0010178 -0.0018510 2.5535891 -53.2628610 C 0.0000544 23164. 426010872. 19.0908707 0.0010381 -0.0018982 2.5814389 -54.6215768 C 0.0000556 23496. 422395078. 19.0278814 0.0010584 -0.0019453 2.6084577 -55.9788549 C 0.0000569 23826. 418913075. 18.9685430 0.0010788 -0.0019924 2.6346393 -57.3346780 C 0.0000581 24154. 415555958. 18.9126305 0.0010993 -0.0020395 2.6599779 -58.6890283 C 0.0000594 24481. 412315563. 18.8599380 0.0011198 -0.0020864 2.6844672 -60.0000000 CY 0.0000606 24807. 409184398. 18.8102769 0.0011404 -0.0021334 2.7081009 -60.0000000 CY 0.0000619 25131. 406155569. 18.7634740 0.0011610 -0.0021803 2.7308728 -60.0000000 CY 0.0000631 25453. 403222721. 18.7193703 0.0011817 -0.0022271 2.7527763 -60.0000000 CY 0.0000644 25774. 400379989. 18.6778192 0.0012024 -0.0022739 2.7738047 -60.0000000 CY 0.0000656 26094. 397621948. 18.6386856 0.0012232 -0.0023206 2.7939513 -60.0000000 CY 0.0000669 26411. 394937771. 18.6006562 0.0012439 -0.0023673 2.8131365 -60.0000000 CY 0.0000681 26727. 392327547. 18.5645152 0.0012647 -0.0024140 2.8314135 -60.0000000 CY 0.0000694 27042. 389788727. 18.5305169 0.0012856 -0.0024607 2.8487982 -60.0000000 CY 0.0000706 27354. 387317237. 18.4985596 0.0013065 -0.0025073 2.8652831 -60.0000000 CY 0.0000719 27665. 384909284. 18.4685486 0.0013274 -0.0025538 2.8808608 -60.0000000 CY 0.0000731 27975. 382561325. 18.4403962 0.0013485 -0.0026003 2.8955233 -60.0000000 CY 0.0000744 28283. 380270046. 18.4140208 0.0013695 -0.0026467 2.9092629 -60.0000000 CY 0.0000794 29485. 371458493. 18.3224264 0.0014543 -0.0028319 2.9547396 -60.0000000 CY 0.0000844 30459. 360994541. 18.2148951 0.0015369 -0.0030194 2.9839571 -60.0000000 CY 0.0000894 31145. 348477285. 18.0779583 0.0016157 -0.0032105 2.9980195 -60.0000000 CY 0.0000944 31793. 336881366. 17.9568156 0.0016947 -0.0034016 2.9997359 -60.0000000 CY 0.0000994 32298. 325013977. 17.8305099 0.0017719 -0.0035943 2.9991292 -60.0000000 CY 0.0001044 32655. 312864002. 17.6960898 0.0018470 -0.0037892 2.9981868 -60.0000000 CY 0.0001094 32996. 301679949. 17.5812005 0.0019229 -0.0039833 2.9985865 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0001144 33322. 291343119. 17.4792661 0.0019992 -0.0041771 2.9985572 -60.0000000 CY 0.0001194 33636. 281767089. 17.3908103 0.0020760 -0.0043702 2.9981102 -60.0000000 CY 0.0001244 33927. 272782757. 17.3124865 0.0021532 -0.0045630 2.9970530 60.0000000 CY 0.0001294 34143. 263905606. 17.2272377 0.0022288 -0.0047575 2.9997125 60.0000000 CY 0.0001344 34275. 255072689. 17.1321473 0.0023021 -0.0049541 2.9995150 60.0000000 CY 0.0001394 34401. 246825407. 17.0473337 0.0023760 -0.0051503 2.9974267 60.0000000 CY 0.0001444 34521. 239107514. 16.9687774 0.0024499 -0.0053464 2.9999941 60.0000000 CY 0.0001494 34635. 231864584. 16.8964791 0.0025239 -0.0055423 2.9984388 60.0000000 CY 0.0001544 34745. 225067672. 16.8316533 0.0025984 -0.0057379 2.9987207 60.0000000 CY 0.0001594 34851. 218670474. 16.7740322 0.0026734 -0.0059329 2.9985448 60.0000000 CY 0.0001644 34953. 212643924. 16.7223133 0.0027487 -0.0061275 2.9988284 60.0000000 CY 0.0001694 35052. 206950743. 16.6764437 0.0028246 -0.0063217 2.9978502 60.0000000 CY 0.0001744 35149. 201570000. 16.6351794 0.0029008 -0.0065155 2.9999821 60.0000000 CY 0.0001794 35242. 196469668. 16.5987883 0.0029774 -0.0067088 2.9958637 60.0000000 CY 0.0001844 35332. 191632394. 16.5660240 0.0030544 -0.0069019 2.9994128 60.0000000 CY 0.0001894 35416. 187014716. 16.5353714 0.0031314 -0.0070949 2.9968799 60.0000000 CY 0.0001944 35486. 182565454. 16.5038694 0.0032079 -0.0072883 2.9968969 60.0000000 CY 0.0001994 35538. 178245313. 16.4684404 0.0032834 -0.0074829 2.9995971 60.0000000 CY 0.0002044 35570. 174040475. 16.4255138 0.0033570 -0.0076793 2.9973439 60.0000000 CY 0.0002094 35589. 169977563. 16.3812306 0.0034298 -0.0078764 2.9946057 60.0000000 CY 0.0002144 35605. 166087137. 16.3385364 0.0035026 -0.0080737 2.9981041 60.0000000 CY 0.0002194 35619. 162366103. 16.2981600 0.0035754 -0.0082708 2.9998164 60.0000000 CY 0.0002244 35632. 158806126. 16.2607494 0.0036485 -0.0084677 2.9967252 60.0000000 CY 0.0002294 35644. 155397618. 16.2259272 0.0037218 -0.0086644 2.9929250 60.0000000 CY 0.0002344 35656. 152132323. 16.1932439 0.0037953 -0.0088610 2.9968289 60.0000000 CY 0.0002394 35656. 148954625. 16.2114899 0.0038806 -0.0090456 2.9997461 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 976.3868316 1562218931. 139.9534359 0.0000875 0.0000537 0.3120891 2.5317623 0.000001250 1952.6863673 1562149094. 83.5269150 0.0001044 0.0000369 0.3700732 3.0180632 0.000001875 2928.8399726 1562047985. 64.7403924 0.0001214 0.0000201 0.4275674 3.5055776 0.000002500 3904.7746457 1561909858. 55.3638725 0.0001384 0.000003410 0.4845670 3.9943058 0.000003125 4880.2226785 1561671257. 49.7510731 0.0001555 -0.0000133 0.5410642 4.4842223 0.000003750 5853.3142974 1560883813. 46.0177964 0.0001726 -0.0000299 0.5970256 4.9750728 0.000004375 6822.0893937 1559334719. 43.3561188 0.0001897 -0.0000466 0.6524131 5.4665513 0.000005000 7785.5229286 1557104586. 41.3628905 0.0002068 -0.0000632 0.7072036 5.9584691 0.000005625 8743.0833304 1554325925. 39.8146015 0.0002240 -0.0000798 0.7613828 6.4507131 0.000006250 9694.4701517 1551115224. 38.5773713 0.0002411 -0.0000964 0.8149416 6.9432111 0.000006875 10640. 1547565292. 37.5661350 0.0002583 -0.0001130 0.8678741 7.4359169 0.000007500 10640. 1418601517. 34.0906229 0.0002557 -0.0001493 0.8593310 7.3559855 C 0.000008125 10640. 1309478324. 33.0334909 0.0002684 -0.0001704 0.8980880 7.7198975 C 0.000008750 10640. 1215944158. 32.0999349 0.0002809 -0.0001916 0.9357594 8.0768459 C 0.000009375 10640. 1134881214. 31.2652312 0.0002931 -0.0002131 0.9723649 8.4268285 C 0.0000100 10640. 1063951138. 30.5170950 0.0003052 -0.0002348 1.0081111 8.7716575 C 0.0000106 10640. 1001365777. 29.8382605 0.0003170 -0.0002567 1.0429495 9.1107201 C 0.0000113 10640. 945734345. 29.2212866 0.0003287 -0.0002788 1.0770319 9.4453573 C 0.0000119 10640. 895958853. 28.6574612 0.0003403 -0.0003009 1.1104065 9.7759320 C 0.0000125 10777. 862155508. 28.1397994 0.0003517 -0.0003233 1.1431199 10.1028023 C 0.0000131 11019. 839505996. 27.6627757 0.0003631 -0.0003457 1.1752220 10.4263753 C 0.0000138 11255. 818523418. 27.2220392 0.0003743 -0.0003682 1.2067677 10.7471257 C

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000144 11485. 798987205. 26.8123330 0.0003854 -0.0003908 1.2377433 -11.2213024 C 0.0000150 11712. 780776889. 26.4307553 0.0003965 -0.0004135 1.2681972 -11.8751715 C 0.0000156 11935. 763821363. 26.0759323 0.0004074 -0.0004363 1.2982227 -12.5307494 C 0.0000163 12154. 747937019. 25.7435914 0.0004183 -0.0004592 1.3277711 -13.1885950 C 0.0000169 12370. 733012312. 25.4310522 0.0004291 -0.0004821 1.3568399 -13.8487976 C 0.0000175 12583. 719052111. 25.1392549 0.0004399 -0.0005051 1.3855792 -14.5098031 C 0.0000181 12793. 705824287. 24.8617955 0.0004506 -0.0005281 1.4137849 -15.1738501 C 0.0000188 13002. 693433665. 24.6027105 0.0004613 -0.0005512 1.4417359 -15.8379636 C 0.0000194 13207. 681650801. 24.3552153 0.0004719 -0.0005744 1.4691779 -16.5049572 C 0.0000200 13411. 670559966. 24.1229039 0.0004825 -0.0005975 1.4963614 -17.1721157 C 0.0000206 13613. 660025656. 23.9017064 0.0004930 -0.0006208 1.5231437 -17.8410481 C 0.0000213 13813. 650025468. 23.6915805 0.0005034 -0.0006441 1.5495800 -18.5111760 C 0.0000219 14013. 640579473. 23.4939562 0.0005139 -0.0006673 1.5758049 -19.1809902 C 0.0000225 14209. 631508044. 23.3025270 0.0005243 -0.0006907 1.6015207 -19.8539262 C 0.0000231 14405. 622908401. 23.1217962 0.0005347 -0.0007141 1.6270224 -20.5266266 C 0.0000238 14600. 614745865. 22.9510259 0.0005451 -0.0007374 1.6523156 -21.1990183 C 0.0000244 14793. 606876445. 22.7846707 0.0005554 -0.0007609 1.6771155 -21.8744797 C 0.0000256 15176. 592246048. 22.4774759 0.0005760 -0.0008078 1.7260962 -23.2245319 C 0.0000269 15555. 578788765. 22.1939819 0.0005965 -0.0008548 1.7738453 -24.5783842 C 0.0000281 15931. 566438435. 21.9352857 0.0006169 -0.0009018 1.8206563 -25.9325638 C 0.0000294 16303. 554990425. 21.6946347 0.0006373 -0.0009490 1.8662929 -27.2901269 C 0.0000306 16672. 544396509. 21.4730890 0.0006576 -0.0009961 1.9109925 -28.6481690 C 0.0000319 17039. 534557567. 21.2682723 0.0006779 -0.0010433 1.9547483 -30.0068095 C 0.0000331 17402. 525348473. 21.0758511 0.0006981 -0.0010906 1.9973915 -31.3683917 C 0.0000344 17764. 516769562. 20.8986450 0.0007184 -0.0011379 2.0392340 -32.7287569 C 0.0000356 18123. 508728371. 20.7332697 0.0007386 -0.0011851 2.0801407 -34.0897469 C 0.0000369 18480. 501148339. 20.5769647 0.0007588 -0.0012325 2.1200005 -35.4530271 C 0.0000381 18835. 494029916. 20.4320289 0.0007790 -0.0012798 2.1590605 -36.8150692 C 0.0000394 19189. 487328796. 20.2973898 0.0007992 -0.0013270 2.1973157 -38.1758617 C 0.0000406 19540. 480974359. 20.1694891 0.0008194 -0.0013744 2.2345637 -39.5384769 C 0.0000419 19888. 474948862. 20.0487786 0.0008395 -0.0014217 2.2708932 -40.9016331 C 0.0000431 20236. 469241146. 19.9360902 0.0008597 -0.0014690 2.3064173 -42.2635083 C 0.0000444 20582. 463824049. 19.8307558 0.0008800 -0.0015163 2.3411312 -43.6240897 C 0.0000456 20927. 458673375. 19.7321810 0.0009003 -0.0015635 2.3750294 -44.9833642 C 0.0000469 21269. 453742261. 19.6372748 0.0009205 -0.0016108 2.4079109 -46.3447983 C 0.0000481 21610. 449031191. 19.5474940 0.0009407 -0.0016580 2.4399188 -47.7059598 C 0.0000494 21949. 444530597. 19.4632035 0.0009610 -0.0017053 2.4711092 -49.0657691 C 0.0000506 22286. 440224603. 19.3840066 0.0009813 -0.0017524 2.5014767 -50.4242114 C 0.0000519 22623. 436098853. 19.3095453 0.0010017 -0.0017996 2.5310156 -51.7812713 C 0.0000531 22957. 432140341. 19.2394954 0.0010221 -0.0018467 2.5597203 -53.1369335 C 0.0000544 23291. 428337249. 19.1735626 0.0010426 -0.0018937 2.5875850 -54.4911820 C 0.0000556 23622. 424661718. 19.1091753 0.0010629 -0.0019408 2.6144350 -55.8477178 C 0.0000569 23951. 421121500. 19.0483720 0.0010834 -0.0019879 2.6404358 -57.2030100 C 0.0000581 24279. 417708567. 18.9910625 0.0011039 -0.0020349 2.6655917 -58.5568213 C 0.0000594 24606. 414414607. 18.9370370 0.0011244 -0.0020819 2.6898965 -59.9091331 C 0.0000606 24931. 411231984. 18.8861028 0.0011450 -0.0021288 2.7133439 -60.0000000 CY 0.0000619 25255. 408153673. 18.8380834 0.0011656 -0.0021756 2.7359274 -60.0000000 CY 0.0000631 25577. 405173202. 18.7928164 0.0011863 -0.0022225 2.7576405 -60.0000000 CY 0.0000644 25897. 402284593. 18.7501522 0.0012070 -0.0022692 2.7784766 -60.0000000 CY 0.0000656 26216. 399482319. 18.7099531 0.0012278 -0.0023159 2.7984287 -60.0000000 CY 0.0000669 26533. 396761260. 18.6720918 0.0012487 -0.0023626 2.8174900 -60.0000000 CY 0.0000681 26849. 394116666. 18.6364506 0.0012696 -0.0024091 2.8356534 -60.0000000 CY 0.0000694 27163. 391538852. 18.6017632 0.0012905 -0.0024558 2.8528464 -60.0000000 CY 0.0000706 27475. 389028398. 18.5688823 0.0013114 -0.0025023 2.8691210 -60.0000000 CY 0.0000719 27786. 386582720. 18.5379859 0.0013324 -0.0025488 2.8844858 -60.0000000 CY 0.0000731 28094. 384198208. 18.5089842 0.0013535 -0.0025953 2.8989328 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000744 28402. 381871490. 18.4817942 0.0013746 -0.0026417 2.9124541 -60.0000000 CY 0.0000794 29605. 372970118. 18.3879137 0.0014595 -0.0028267 2.9570543 -60.0000000 CY 0.0000844 30590. 362547466. 18.2804496 0.0015424 -0.0030138 2.9854084 -60.0000000 CY 0.0000894 31277. 349955891. 18.1421849 0.0016215 -0.0032048 2.9985242 -60.0000000 CY 0.0000944 31924. 338268983. 18.0214807 0.0017008 -0.0033955 2.9999043 -60.0000000 CY 0.0000994 32438. 326417424. 17.8956695 0.0017784 -0.0035879 2.9979218 -60.0000000 CY 0.0001044 32795. 314207719. 17.7598912 0.0018537 -0.0037826 2.9987383 -60.0000000 CY 0.0001094 33135. 302944689. 17.6432031 0.0019297 -0.0039765 2.9990755 -60.0000000 CY 0.0001144 33460. 292549967. 17.5434119 0.0020065 -0.0041697 2.9990877 -60.0000000 CY 0.0001194 33772. 282907729. 17.4534626 0.0020835 -0.0043627 2.9987368 -60.0000000 CY 0.0001244 34064. 273879486. 17.3743410 0.0021609 -0.0045553 2.9978721 60.0000000 CY 0.0001294 34284. 264994822. 17.2894845 0.0022368 -0.0047494 2.9980397 60.0000000 CY 0.0001344 34420. 256151079. 17.1943140 0.0023105 -0.0049458 2.9998267 60.0000000 CY 0.0001394 34545. 247855553. 17.1081959 0.0023845 -0.0051418 2.9982583 60.0000000 CY 0.0001444 34665. 240101907. 17.0313983 0.0024589 -0.0053373 2.9985993 60.0000000 CY 0.0001494 34778. 232823377. 16.9594853 0.0025333 -0.0055329 2.9991278 60.0000000 CY 0.0001544 34887. 225987200. 16.8936181 0.0026080 -0.0057283 2.9967337 60.0000000 CY 0.0001594 34992. 219555651. 16.8348155 0.0026830 -0.0059232 2.9992229 60.0000000 CY 0.0001644 35093. 213494844. 16.7822030 0.0027586 -0.0061177 2.9967836 60.0000000 CY 0.0001694 35191. 207771794. 16.7352773 0.0028345 -0.0063117 2.9987183 60.0000000 CY 0.0001744 35287. 202361595. 16.6931717 0.0029109 -0.0065054 2.9987289 60.0000000 CY 0.0001794 35379. 197234380. 16.6559052 0.0029877 -0.0066986 2.9971430 60.0000000 CY 0.0001844 35469. 192373912. 16.6223800 0.0030648 -0.0068915 2.9998254 60.0000000 CY 0.0001894 35552. 187733589. 16.5912588 0.0031420 -0.0070843 2.9946815 60.0000000 CY 0.0001944 35627. 183288894. 16.5609364 0.0032190 -0.0072772 2.9980689 60.0000000 CY 0.0001994 35678. 178947841. 16.5247886 0.0032946 -0.0074716 2.9999334 60.0000000 CY 0.0002044 35716. 174755207. 16.4876131 0.0033697 -0.0076666 2.9947077 60.0000000 CY 0.0002094 35735. 170676367. 16.4442646 0.0034430 -0.0078632 2.9964654 60.0000000 CY 0.0002144 35752. 166771886. 16.4010412 0.0035160 -0.0080603 2.9991395 60.0000000 CY 0.0002194 35765. 163033146. 16.3597861 0.0035889 -0.0082573 2.9998466 60.0000000 CY 0.0002244 35778. 159455176. 16.3217648 0.0036622 -0.0084541 2.9938815 60.0000000 CY 0.0002294 35790. 156030946. 16.2860675 0.0037356 -0.0086506 2.9951716 60.0000000 CY 0.0002344 35801. 152750564. 16.2525607 0.0038092 -0.0088471 2.9982717 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 963.8672668 1542187627. 174.4207190 0.0001090 0.0000753 0.3864620 3.1564818 0.000001250 1927.6419064 1542113525. 100.7611988 0.0001260 0.0000585 0.4436366 3.6428060 0.000001875 2891.2687481 1542009999. 76.2306288 0.0001429 0.0000417 0.5003210 4.1303592 0.000002500 3854.6738551 1541869542. 63.9822996 0.0001600 0.0000250 0.5565104 4.6191417 0.000003125 4817.7832629 1541690644. 56.6468702 0.0001770 0.000008271 0.6122000 5.1091539 0.000003750 5780.4922927 1541464611. 51.7678577 0.0001941 -0.000008371 0.6673846 5.6003920 0.000004375 6741.7795464 1540978182. 48.2914859 0.0002113 -0.0000250 0.7220449 6.0927260 0.000005000 7699.7801442 1539956029. 45.6898985 0.0002284 -0.0000416 0.7761472 6.5858853 0.000005625 8653.2191531 1538350072. 43.6702058 0.0002456 -0.0000581 0.8296655 7.0796586 0.000006250 9601.3449611 1536215194. 42.0570630 0.0002629 -0.0000746 0.8825822 7.5739052 0.000006875 10544. 1533630495. 40.7391240 0.0002801 -0.0000912 0.9348858 8.0685316 0.000007500 11480. 1530669751. 39.6422813 0.0002973 -0.0001077 0.9865678 8.5634712 0.000008125 11480. 1412925924. 36.8552699 0.0002994 -0.0001393 0.9924707 8.6204042 C 0.000008750 11480. 1312002644. 35.7657558 0.0003130 -0.0001595 1.0323299 9.0070480 C 0.000009375 11480. 1224535801. 34.7939880 0.0003262 -0.0001801 1.0710295 9.3862092 C

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000100 11480. 1148002313. 33.9189106 0.0003392 -0.0002008 1.1086221 9.7581841 C 0.0000106 11480. 1080472765. 33.1286853 0.0003520 -0.0002218 1.1452895 10.1245823 C 0.0000113 11698. 1039781178. 32.4089485 0.0003646 -0.0002429 1.1810410 10.4853320 C 0.0000119 11998. 1010348549. 31.7512312 0.0003770 -0.0002642 1.2159823 10.8413490 C 0.0000125 12287. 982935724. 31.1469091 0.0003893 -0.0002857 1.2501508 11.1928795 C 0.0000131 12565. 957346054. 30.5890850 0.0004015 -0.0003073 1.2835858 11.5402017 C 0.0000138 12834. 933415797. 30.0721988 0.0004135 -0.0003290 1.3163285 11.8836267 C 0.0000144 13096. 911006700. 29.5917429 0.0004254 -0.0003509 1.3484223 12.2235015 C 0.0000150 13350. 890000437. 29.1440492 0.0004372 -0.0003728 1.3799127 12.5602114 C 0.0000156 13598. 870294375. 28.7261289 0.0004488 -0.0003949 1.4108476 12.8941835 C 0.0000163 13842. 851798317. 28.3355489 0.0004605 -0.0004170 1.4412775 13.2258900 C 0.0000169 14078. 834270307. 27.9665738 0.0004719 -0.0004393 1.4710891 13.5540109 C 0.0000175 14311. 817775510. 27.6203130 0.0004834 -0.0004616 1.5004473 13.8802839 C 0.0000181 14541. 802241748. 27.2951962 0.0004947 -0.0004840 1.5293935 14.2051188 C 0.0000188 14765. 787454311. 26.9859289 0.0005060 -0.0005065 1.5577793 -14.5420887 C 0.0000194 14987. 773543525. 26.6959352 0.0005172 -0.0005290 1.5858554 -15.1897651 C 0.0000200 15205. 760260431. 26.4189295 0.0005284 -0.0005516 1.6133990 -15.8404208 C 0.0000206 15422. 747731786. 26.1585424 0.0005395 -0.0005742 1.6406631 -16.4911780 C 0.0000213 15634. 735722939. 25.9085102 0.0005506 -0.0005969 1.6673983 -17.1449930 C 0.0000219 15846. 724379445. 25.6733388 0.0005616 -0.0006196 1.6938984 -17.7984444 C 0.0000225 16053. 713472565. 25.4464799 0.0005725 -0.0006425 1.7198758 -18.4549969 C 0.0000231 16260. 703116764. 25.2318238 0.0005835 -0.0006653 1.7455890 -19.1115894 C 0.0000238 16464. 693219765. 25.0267521 0.0005944 -0.0006881 1.7709456 -19.7693619 C 0.0000244 16666. 683716333. 24.8295150 0.0006052 -0.0007110 1.7958912 -20.4290303 C 0.0000256 17065. 665966715. 24.4623460 0.0006268 -0.0007569 1.8449242 -21.7495253 C 0.0000269 17459. 649619378. 24.1244465 0.0006483 -0.0008029 1.8926450 -23.0738282 C 0.0000281 17846. 634507029. 23.8120686 0.0006697 -0.0008490 1.9390818 -24.4018129 C 0.0000294 18229. 620560101. 23.5253489 0.0006911 -0.0008952 1.9844658 -25.7305871 C 0.0000306 18606. 607539156. 23.2567173 0.0007122 -0.0009415 2.0285173 -27.0640844 C 0.0000319 18980. 595465788. 23.0096311 0.0007334 -0.0009878 2.0716232 -28.3971409 C 0.0000331 19350. 584145323. 22.7773692 0.0007545 -0.0010342 2.1134981 -29.7338711 C 0.0000344 19716. 573565821. 22.5616249 0.0007756 -0.0010807 2.1543815 -31.0709738 C 0.0000356 20080. 563654928. 22.3607901 0.0007966 -0.0011271 2.1942843 -32.4083149 C 0.0000369 20439. 554288336. 22.1702808 0.0008175 -0.0011737 2.2329973 -33.7491746 C 0.0000381 20797. 545494534. 21.9934904 0.0008385 -0.0012202 2.2708419 -35.0886783 C 0.0000394 21152. 537196153. 21.8277497 0.0008595 -0.0012668 2.3077170 -36.4283820 C 0.0000406 21503. 529306489. 21.6694929 0.0008803 -0.0013134 2.3434457 -37.7712848 C 0.0000419 21852. 521850423. 21.5218182 0.0009012 -0.0013600 2.3783073 -39.1128107 C 0.0000431 22200. 514789856. 21.3838159 0.0009222 -0.0014066 2.4122959 -40.4529464 C 0.0000444 22545. 508054124. 21.2520373 0.0009431 -0.0014532 2.4452203 -41.7950783 C 0.0000456 22887. 501628273. 21.1267683 0.0009639 -0.0014998 2.4771460 -43.1381508 C 0.0000469 23227. 495511524. 21.0092265 0.0009848 -0.0015464 2.5081985 -44.4798014 C 0.0000481 23566. 489679433. 20.8988203 0.0010058 -0.0015930 2.5383719 -45.8200150 C 0.0000494 23903. 484110024. 20.7950185 0.0010268 -0.0016395 2.5676600 -47.1587765 C 0.0000506 24237. 478745726. 20.6940704 0.0010476 -0.0016861 2.5958332 -48.5008743 C 0.0000519 24568. 473607326. 20.5988048 0.0010686 -0.0017327 2.6231126 -49.8417417 C 0.0000531 24899. 468680444. 20.5089954 0.0010895 -0.0017792 2.6495037 -51.1811101 C 0.0000544 25227. 463950161. 20.4242768 0.0011106 -0.0018257 2.6750002 -52.5189621 C 0.0000556 25554. 459402887. 20.3443168 0.0011317 -0.0018721 2.6995955 -53.8552801 C 0.0000569 25880. 455026223. 20.2688125 0.0011528 -0.0019185 2.7232829 -55.1900459 C 0.0000581 26202. 450791263. 20.1955525 0.0011739 -0.0019649 2.7459353 -56.5265030 C 0.0000594 26523. 446700683. 20.1256460 0.0011950 -0.0020113 2.7676369 -57.8624969 C 0.0000606 26842. 442751193. 20.0595438 0.0012161 -0.0020576 2.7884243 -59.1968706 C 0.0000619 27159. 438933917. 19.9970271 0.0012373 -0.0021039 2.8082903 -60.0000000 CY 0.0000631 27475. 435240677. 19.9378943 0.0012586 -0.0021502 2.8272276 -60.0000000 CY 0.0000644 27788. 431663918. 19.8819602 0.0012799 -0.0021963 2.8452288 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000656 28100. 428196659. 19.8290538 0.0013013 -0.0022425 2.8622863 -60.0000000 CY 0.0000669 28411. 424832429. 19.7790172 0.0013227 -0.0022885 2.8783923 -60.0000000 CY 0.0000681 28719. 421565227. 19.7317044 0.0013442 -0.0023345 2.8935388 -60.0000000 CY 0.0000694 29025. 418383560. 19.6860342 0.0013657 -0.0023805 2.9076755 -60.0000000 CY 0.0000706 29329. 415283534. 19.6420209 0.0013872 -0.0024265 2.9208073 -60.0000000 CY 0.0000719 29632. 412265944. 19.6004317 0.0014088 -0.0024725 2.9329675 -60.0000000 CY 0.0000731 29932. 409326226. 19.5611554 0.0014304 -0.0025183 2.9441473 -60.0000000 CY 0.0000744 30230. 406460115. 19.5240888 0.0014521 -0.0025641 2.9543379 -60.0000000 CY 0.0000794 31405. 395655549. 19.3960955 0.0015396 -0.0027467 2.9850222 -60.0000000 CY 0.0000844 32496. 385136379. 19.2869352 0.0016273 -0.0029289 2.9990542 -60.0000000 CY 0.0000894 33308. 372672524. 19.1554684 0.0017120 -0.0031142 2.9987397 -60.0000000 CY 0.0000944 33920. 359419426. 19.0112122 0.0017942 -0.0033021 2.9996460 -60.0000000 CY 0.0000994 34510. 347269149. 18.8921771 0.0018774 -0.0034888 2.9995077 -60.0000000 CY 0.0001044 34943. 334780877. 18.7645902 0.0019586 -0.0036777 2.9980768 -60.0000000 CY 0.0001094 35259. 322364982. 18.6345267 0.0020382 -0.0038681 2.9983443 -60.0000000 CY 0.0001144 35558. 310890762. 18.5162191 0.0021178 -0.0040585 2.9981334 60.0000000 CY 0.0001194 35846. 300280590. 18.4140925 0.0021982 -0.0042481 2.9974346 60.0000000 CY 0.0001244 36123. 290439625. 18.3261337 0.0022793 -0.0044369 2.9983984 60.0000000 CY 0.0001294 36390. 281272130. 18.2500702 0.0023611 -0.0046251 2.9999594 60.0000000 CY 0.0001344 36608. 272430962. 18.1741243 0.0024421 -0.0048141 2.9992471 60.0000000 CY 0.0001394 36749. 263673493. 18.0883087 0.0025211 -0.0050052 2.9968084 60.0000000 CY 0.0001444 36854. 255265823. 17.9974235 0.0025984 -0.0051979 2.9998940 60.0000000 CY 0.0001494 36954. 247388955. 17.9159392 0.0026762 -0.0053901 2.9975891 60.0000000 CY 0.0001544 37050. 240000772. 17.8423564 0.0027544 -0.0055818 2.9999768 60.0000000 CY 0.0001594 37142. 233050234. 17.7764430 0.0028331 -0.0057731 2.9973725 60.0000000 CY 0.0001644 37232. 226506116. 17.7167081 0.0029122 -0.0059641 2.9999201 60.0000000 CY 0.0001694 37318. 220327468. 17.6631310 0.0029917 -0.0061546 2.9960154 60.0000000 CY 0.0001744 37402. 214489179. 17.6145663 0.0030715 -0.0063447 2.9994785 60.0000000 CY 0.0001794 37482. 208961196. 17.5707972 0.0031518 -0.0065345 2.9965032 60.0000000 CY 0.0001844 37560. 203716215. 17.5296255 0.0032320 -0.0067242 2.9977922 60.0000000 CY 0.0001894 37636. 198736102. 17.4903506 0.0033122 -0.0069140 2.9999158 60.0000000 CY 0.0001944 37709. 193999311. 17.4551563 0.0033928 -0.0071034 2.9943073 60.0000000 CY 0.0001994 37780. 189491102. 17.4231455 0.0034737 -0.0072925 2.9978321 60.0000000 CY 0.0002044 37846. 185177797. 17.3924064 0.0035546 -0.0074817 2.9998801 60.0000000 CY 0.0002094 37907. 181050229. 17.3638871 0.0036356 -0.0076707 2.9951371 60.0000000 CY 0.0002144 37945. 177004158. 17.3283607 0.0037148 -0.0078615 2.9958990 60.0000000 CY 0.0002194 37982. 173137188. 17.2951913 0.0037941 -0.0080521 2.9989209 60.0000000 CY 0.0002244 37982. 169278977. 17.3031614 0.0038824 -0.0082339 2.9984770 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 955.7273342 1529163735. 196.8305646 0.0001230 0.0000893 0.4342578 3.5626602 0.000001250 1911.3585576 1529086846. 111.9665481 0.0001400 0.0000725 0.4909061 4.0489999 0.000001875 2866.8407429 1528981730. 83.7013357 0.0001569 0.0000557 0.5470640 4.5365789 0.000002500 3822.0993327 1528839733. 69.5858276 0.0001740 0.0000390 0.6027266 5.0253975 0.000003125 4777.0597408 1528659117. 61.1302049 0.0001910 0.0000223 0.6578892 5.5154561 0.000003750 5731.6473429 1528439291. 55.5045288 0.0002081 0.000005642 0.7125469 6.0067550 0.000004375 6685.7257428 1528165884. 51.4959046 0.0002253 -0.0000110 0.7666939 6.4992867 0.000005000 7638.2103877 1527642078. 48.4969700 0.0002425 -0.0000275 0.8203104 6.9929106 0.000005625 8587.4494688 1526657683. 46.1696844 0.0002597 -0.0000440 0.8733661 7.4873860 0.000006250 9532.2796369 1525164742. 44.3114982 0.0002769 -0.0000606 0.9258378 7.9825216

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 0.000006875 10472. 1523194685. 42.7937981 0.0002942 -0.0000770 0.9777085 8.4781823 0.000007500 11406. 1520805116. 41.5310344 0.0003115 -0.0000935 1.0289668 8.9742750 0.000008125 12334. 1518054950. 40.4640888 0.0003288 -0.0001100 1.0796041 9.4707322 0.000008750 12334. 1409622454. 37.9523877 0.0003321 -0.0001404 1.0888319 9.5619059 C 0.000009375 12334. 1315647624. 36.8987721 0.0003459 -0.0001603 1.1287080 9.9584474 C 0.0000100 12334. 1233419647. 35.9516171 0.0003595 -0.0001805 1.1674392 10.3476690 C 0.0000106 12334. 1160865550. 35.0931678 0.0003729 -0.0002009 1.2050794 10.7298884 C 0.0000113 12480. 1109292125. 34.3133291 0.0003860 -0.0002215 1.2417986 11.1066361 C 0.0000119 12811. 1078831863. 33.5983234 0.0003990 -0.0002423 1.2775680 11.4774412 C 0.0000125 13129. 1050337823. 32.9422032 0.0004118 -0.0002632 1.3125355 11.8436737 C 0.0000131 13435. 1023626462. 32.3371741 0.0004244 -0.0002843 1.3467366 12.2055681 C 0.0000138 13730. 998526426. 31.7766732 0.0004369 -0.0003056 1.3801989 12.5632859 C 0.0000144 14014. 974910811. 31.2555986 0.0004493 -0.0003270 1.4129614 12.9171214 C 0.0000150 14290. 952671381. 30.7697795 0.0004615 -0.0003485 1.4450652 13.2674041 C 0.0000156 14558. 931714451. 30.3157939 0.0004737 -0.0003701 1.4765535 13.6145004 C 0.0000163 14819. 911957851. 29.8908306 0.0004857 -0.0003918 1.5074713 13.9588165 C 0.0000169 15074. 893259707. 29.4911951 0.0004977 -0.0004136 1.5378059 14.3001224 C 0.0000175 15322. 875516607. 29.1139605 0.0005095 -0.0004355 1.5675563 14.6383099 C 0.0000181 15565. 858762952. 28.7593026 0.0005213 -0.0004575 1.5968443 14.9746897 C 0.0000188 15804. 842869282. 28.4242092 0.0005330 -0.0004795 1.6256396 15.3088513 C 0.0000194 16037. 827721338. 28.1057773 0.0005445 -0.0005017 1.6539000 15.6402273 C 0.0000200 16268. 813416499. 27.8062079 0.0005561 -0.0005239 1.6818163 15.9710007 C 0.0000206 16493. 799672842. 27.5187114 0.0005676 -0.0005462 1.7091378 16.2981356 C 0.0000213 16717. 786693453. 27.2482714 0.0005790 -0.0005685 1.7361806 16.6253598 C 0.0000219 16936. 774213925. 26.9882850 0.0005904 -0.0005909 1.7626791 -16.9642754 C 0.0000225 17154. 762405213. 26.7433469 0.0006017 -0.0006133 1.7889285 -17.6087911 C 0.0000231 17367. 751018154. 26.5068527 0.0006130 -0.0006358 1.8146405 -18.2565232 C 0.0000238 17580. 740198339. 26.2830541 0.0006242 -0.0006583 1.8400902 -18.9040839 C 0.0000244 17789. 729807244. 26.0681382 0.0006354 -0.0006808 1.8651207 -19.5534785 C 0.0000256 18202. 710335606. 25.6667311 0.0006577 -0.0007260 1.9141915 -20.8545167 C 0.0000269 18606. 692307851. 25.2951044 0.0006798 -0.0007714 1.9617387 -22.1614471 C 0.0000281 19003. 675678860. 24.9536167 0.0007018 -0.0008169 2.0080497 -23.4707376 C 0.0000294 19395. 660264776. 24.6381412 0.0007237 -0.0008625 2.0531192 -24.7826271 C 0.0000306 19780. 645879678. 24.3436462 0.0007455 -0.0009082 2.0968463 -26.0987557 C 0.0000319 20162. 632518007. 24.0719900 0.0007673 -0.0009540 2.1395235 -27.4151229 C 0.0000331 20536. 619960112. 23.8160812 0.0007889 -0.0009998 2.1808656 -28.7360585 C 0.0000344 20908. 608235929. 23.5790584 0.0008105 -0.0010457 2.2212076 -30.0567198 C 0.0000356 21275. 597196849. 23.3560161 0.0008321 -0.0010917 2.2603586 -31.3801221 C 0.0000369 21638. 586803048. 23.1468592 0.0008535 -0.0011377 2.2984190 -32.7048461 C 0.0000381 22000. 577044724. 22.9527283 0.0008751 -0.0011837 2.3355605 -34.0281210 C 0.0000394 22355. 567750491. 22.7664315 0.0008964 -0.0012298 2.3713946 -35.3565250 C 0.0000406 22709. 558984190. 22.5927489 0.0009178 -0.0012759 2.4063118 -36.6835738 C 0.0000419 23061. 550699586. 22.4306421 0.0009393 -0.0013220 2.4403115 -38.0091576 C 0.0000431 23407. 542780130. 22.2746985 0.0009606 -0.0013682 2.4730940 -39.3387866 C 0.0000444 23752. 535257134. 22.1280333 0.0009819 -0.0014143 2.5049199 -40.6677807 C 0.0000456 24095. 528108362. 21.9905310 0.0010033 -0.0014604 2.5358287 -41.9952848 C 0.0000469 24436. 521299095. 21.8611702 0.0010247 -0.0015065 2.5657942 -43.3216904 C 0.0000481 24772. 514749277. 21.7356223 0.0010460 -0.0015527 2.5945711 -44.6521532 C 0.0000494 25107. 508496153. 21.6174970 0.0010674 -0.0015989 2.6224300 -45.9810901 C 0.0000506 25440. 502517351. 21.5062557 0.0010888 -0.0016450 2.6493641 -47.3084845 C 0.0000519 25771. 496792647. 21.4014120 0.0011102 -0.0016911 2.6753667 -48.6343195 C 0.0000531 26100. 491291454. 21.3015117 0.0011316 -0.0017371 2.7003682 -49.9601396 C 0.0000544 26425. 485980479. 21.2047144 0.0011530 -0.0017832 2.7242778 -51.2883096 C 0.0000556 26749. 480876500. 21.1132664 0.0011744 -0.0018293 2.7472526 -52.6148682 C 0.0000569 27071. 475965496. 21.0268269 0.0011959 -0.0018753 2.7692854 -53.9397960 C 0.0000581 27391. 471234646. 20.9450844 0.0012174 -0.0019213 2.7903688 -55.2630731 C

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 0.0000594 27709. 466672201. 20.8677543 0.0012390 -0.0019672 2.8104954 -56.5846792 C 0.0000606 28025. 462267373. 20.7945753 0.0012607 -0.0020131 2.8296576 -57.9045934 C 0.0000619 28338. 457987385. 20.7228712 0.0012822 -0.0020590 2.8477227 -59.2271668 C 0.0000631 28649. 453846217. 20.6547964 0.0013038 -0.0021049 2.8648144 -60.0000000 CY 0.0000644 28958. 449836951. 20.5903136 0.0013255 -0.0021507 2.8809336 -60.0000000 CY 0.0000656 29266. 445951687. 20.5292301 0.0013472 -0.0021965 2.8960721 -60.0000000 CY 0.0000669 29571. 442183107. 20.4713682 0.0013690 -0.0022422 2.9102216 -60.0000000 CY 0.0000681 29874. 438524419. 20.4165636 0.0013909 -0.0022879 2.9233735 -60.0000000 CY 0.0000694 30176. 434969314. 20.3646640 0.0014128 -0.0023335 2.9355191 -60.0000000 CY 0.0000706 30476. 431511920. 20.3155284 0.0014348 -0.0023790 2.9466494 -60.0000000 CY 0.0000719 30773. 428146765. 20.2690259 0.0014568 -0.0024244 2.9567552 -60.0000000 CY 0.0000731 31068. 424862281. 20.2240317 0.0014789 -0.0024699 2.9657986 -60.0000000 CY 0.0000744 31361. 421656208. 20.1807511 0.0015009 -0.0025153 2.9737874 -60.0000000 CY 0.0000794 32510. 409579976. 20.0303126 0.0015899 -0.0026963 2.9952379 -60.0000000 CY 0.0000844 33615. 398397903. 19.9101497 0.0016799 -0.0028763 2.9994567 -60.0000000 CY 0.0000894 34526. 386303586. 19.7886329 0.0017686 -0.0030576 2.9987105 -60.0000000 CY 0.0000944 35145. 372392819. 19.6399296 0.0018535 -0.0032427 2.9999013 -60.0000000 CY 0.0000994 35711. 359360868. 19.5086195 0.0019387 -0.0034276 2.9979298 -60.0000000 CY 0.0001044 36224. 347052746. 19.3925758 0.0020241 -0.0036121 2.9988360 -60.0000000 CY 0.0001094 36556. 334229467. 19.2600332 0.0021066 -0.0037997 2.9990530 60.0000000 CY 0.0001144 36843. 322126214. 19.1373256 0.0021888 -0.0039874 2.9988866 60.0000000 CY 0.0001194 37116. 310918704. 19.0263389 0.0022713 -0.0041750 2.9982773 60.0000000 CY 0.0001244 37379. 300530921. 18.9301435 0.0023544 -0.0043618 2.9970194 60.0000000 CY 0.0001294 37632. 290875471. 18.8467035 0.0024383 -0.0045480 2.9997269 60.0000000 CY 0.0001344 37873. 281842205. 18.7735329 0.0025227 -0.0047336 2.9996399 60.0000000 CY 0.0001394 38068. 273130968. 18.6995072 0.0026062 -0.0049200 2.9978865 60.0000000 CY 0.0001444 38194. 264549222. 18.6157016 0.0026876 -0.0051086 2.9996698 60.0000000 CY 0.0001494 38286. 256309212. 18.5279544 0.0027676 -0.0052986 2.9985791 60.0000000 CY 0.0001544 38375. 248581495. 18.4483131 0.0028480 -0.0054883 2.9988278 60.0000000 CY 0.0001594 38460. 241314597. 18.3765805 0.0029288 -0.0056775 2.9983111 60.0000000 CY 0.0001644 38542. 234474919. 18.3112529 0.0030099 -0.0058663 2.9998889 60.0000000 CY 0.0001694 38621. 228017952. 18.2524659 0.0030915 -0.0060547 2.9970554 60.0000000 CY 0.0001744 38697. 221919680. 18.1987633 0.0031734 -0.0062428 2.9997850 60.0000000 CY 0.0001794 38771. 216145809. 18.1502103 0.0032557 -0.0064306 2.9950348 60.0000000 CY 0.0001844 38843. 210673396. 18.1060231 0.0033383 -0.0066180 2.9984103 60.0000000 CY 0.0001894 38912. 205476911. 18.0632865 0.0034207 -0.0068055 2.9999934 60.0000000 CY 0.0001944 38978. 200532407. 18.0233922 0.0035033 -0.0069930 2.9941610 60.0000000 CY 0.0001994 39043. 195829121. 17.9867706 0.0035861 -0.0071801 2.9982723 60.0000000 CY 0.0002044 39107. 191349541. 17.9531696 0.0036692 -0.0073671 2.9999584 60.0000000 CY 0.0002094 39169. 187073679. 17.9228813 0.0037526 -0.0075536 2.9943110 60.0000000 CY 0.0002144 39225. 182974952. 17.8936483 0.0038360 -0.0077403 2.9966021 60.0000000 CY



Load Axial Thrust Nominal Mom. Cap. Max. Comp. No. kips in-kip Strain ---- ---------------- ------------------ ------------ 1 613.800 35268.309 0.00300000 2 625.600 35393.334 0.00300000 3 811.500 37326.661 0.00300000

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 4 931.100 38531.761 0.00300000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.0667 2303245. 33859. -0.000620 0.000 1.563E+12 0.000 0.000 0.000 2.256 0.0653 2380488. 33859. -0.000617 0.000 1.563E+12 0.000 0.000 0.000 4.512 0.0640 2457726. 33859. -0.000614 0.000 1.563E+12 0.000 0.000 0.000 6.768 0.0626 2534959. 33859. -0.000610 0.000 1.563E+12 0.000 0.000 0.000 9.024 0.0612 2612187. 33859. -0.000606 0.000 1.563E+12 0.000 0.000 0.000 11.280 0.0598 2689409. 33859. -0.000602 0.000 1.563E+12 0.000 0.000 0.000 13.536 0.0585 2766627. 33859. -0.000598 0.000 1.563E+12 0.000 0.000 0.000 15.792 0.0571 2843839. 33859. -0.000594 0.000 1.563E+12 0.000 0.000 0.000 18.048 0.0558 2921045. 33859. -0.000590 0.000 1.563E+12 0.000 0.000 0.000 20.304 0.0545 2998245. 33859. -0.000586 0.000 1.563E+12 0.000 0.000 0.000 22.560 0.0532 3075439. 33859. -0.000582 0.000 1.563E+12 0.000 0.000 0.000 24.816 0.0518 3152628. 33859. -0.000577 0.000 1.563E+12 0.000 0.000 0.000 27.072 0.0506 3229810. 33859. -0.000572 0.000 1.563E+12 0.000 0.000 0.000 29.328 0.0493 3306985. 33859. -0.000568 0.000 1.563E+12 0.000 0.000 0.000 31.584 0.0480 3384154. 33859. -0.000563 0.000 1.563E+12 0.000 0.000 0.000 33.840 0.0467 3461316. 33859. -0.000558 0.000 1.563E+12 0.000 0.000 0.000 36.096 0.0455 3538471. 33859. -0.000553 0.000 1.563E+12 0.000 0.000 0.000 38.352 0.0442 3615619. 33859. -0.000548 0.000 1.563E+12 0.000 0.000 0.000 40.608 0.0430 3692760. 33859. -0.000543 0.000 1.563E+12 0.000 0.000 0.000 42.864 0.0418 3769893. 33859. -0.000537 0.000 1.563E+12 0.000 0.000 0.000 45.120 0.0406 3847019. 33859. -0.000532 0.000 1.563E+12 0.000 0.000 0.000 47.376 0.0394 3924138. 33859. -0.000526 0.000 1.563E+12 0.000 0.000 0.000 49.632 0.0382 4001248. 33859. -0.000520 0.000 1.563E+12 0.000 0.000 0.000 51.888 0.0370 4078350. 33859. -0.000514 0.000 1.563E+12 0.000 0.000 0.000 54.144 0.0359 4155445. 33859. -0.000509 0.000 1.563E+12 0.000 0.000 0.000 56.400 0.0347 4232531. 33859. -0.000502 0.000 1.563E+12 0.000 0.000 0.000

Page 15

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 58.656 0.0336 4309608. 33859. -0.000496 0.000 1.563E+12 0.000 0.000 0.000 60.912 0.0325 4386677. 33859. -0.000490 0.000 1.563E+12 0.000 0.000 0.000 63.168 0.0314 4463737. 33859. -0.000484 0.000 1.563E+12 0.000 0.000 0.000 65.424 0.0303 4540788. 33859. -0.000477 0.000 1.563E+12 0.000 0.000 0.000 67.680 0.0293 4617830. 33859. -0.000471 0.000 1.563E+12 0.000 0.000 0.000 69.936 0.0282 4694863. 33859. -0.000464 0.000 1.563E+12 0.000 0.000 0.000 72.192 0.0272 4771887. 33859. -0.000457 0.000 1.563E+12 0.000 0.000 0.000 74.448 0.0261 4848901. 33859. -0.000450 0.000 1.563E+12 0.000 0.000 0.000 76.704 0.0251 4925905. 33859. -0.000443 0.000 1.563E+12 0.000 0.000 0.000 78.960 0.0241 5002899. 33859. -0.000436 0.000 1.563E+12 0.000 0.000 0.000 81.216 0.0232 5079884. 33859. -0.000429 0.000 1.563E+12 0.000 0.000 0.000 83.472 0.0222 5156858. 33859. -0.000421 0.000 1.563E+12 0.000 0.000 0.000 85.728 0.0213 5233822. 33859. -0.000414 0.000 1.563E+12 0.000 0.000 0.000 87.984 0.0203 5310776. 33859. -0.000406 0.000 1.562E+12 0.000 0.000 0.000 90.240 0.0194 5387719. 33859. -0.000398 0.000 1.562E+12 0.000 0.000 0.000 92.496 0.0185 5464651. 33859. -0.000391 0.000 1.562E+12 0.000 0.000 0.000 94.752 0.0177 5541572. 33859. -0.000383 0.000 1.562E+12 0.000 0.000 0.000 97.008 0.0168 5618482. 33859. -0.000374 0.000 1.562E+12 0.000 0.000 0.000 99.264 0.0160 5695381. 33859. -0.000366 0.000 1.562E+12 0.000 0.000 0.000 101.520 0.0152 5772268. 33859. -0.000358 0.000 1.562E+12 0.000 0.000 0.000 103.776 0.0144 5849144. 33857. -0.000350 0.000 1.562E+12 -1.5303 240.3994 0.000 106.032 0.0136 5926001. 33852. -0.000341 0.000 1.562E+12 -3.2856 545.7715 0.000 108.288 0.0128 6002829. 33843. -0.000333 0.000 1.562E+12 -4.8372 851.1437 0.000 110.544 0.0121 6079620. 33830. -0.000324 0.000 1.562E+12 -6.1931 1156.5158 0.000 112.800 0.0114 6156367. 33815. -0.000315 0.000 1.561E+12 -7.3614 1461.8880 0.000 115.056 0.0107 6233065. 33797. -0.000306 0.000 1.561E+12 -8.3504 1767.2602 0.000 117.312 0.009979 6309708. 33777. -0.000297 0.000 1.561E+12 -9.1683 2072.6323 0.000 119.568 0.009320 6386291. 33756. -0.000288 0.000 1.561E+12 -9.8238 2378.0045 0.000 121.824 0.008681 6462812. 33733. -0.000279 0.000 1.561E+12 -10.3255 2683.3766 0.000 124.080 0.008063 6539267. 33710. -0.000269 0.000 1.561E+12 -10.6821 2988.7488 0.000 126.336 0.007467 6615655. 33685. -0.000260 0.000 1.561E+12 -10.9027 3294.1210 0.000 128.592 0.006892 6691974. 33661. -0.000250 0.000 1.561E+12 -10.9962 3599.4931 0.000 130.848 0.006339 6768224. 33636. -0.000240 0.000 1.560E+12 -10.9718 3904.8653 0.000 133.104 0.005808 6844404. 33611. -0.000230 0.000 1.560E+12 -10.8389 4210.2374 0.000 135.360 0.005299 6920516. 33587. -0.000220 0.000 1.560E+12 -10.6070 4515.6096 0.000 137.616 0.004813 6996559. 33563. -0.000210 0.000 1.560E+12 -10.2856 4820.9818 0.000 139.872 0.004350 7072537. 33541. -0.000200 0.000 1.560E+12 -9.8845 5126.3539 0.000 142.128 0.003910 7148449. 20299. -0.000190 0.000 1.560E+12 -11729. 6768000. 0.000 144.384 0.003493 7164651. -4752.2443 -0.000180 0.000 1.560E+12 -10479. 6768000. 0.000 146.640 0.003100 7127505. -27061. -0.000169 0.000 1.560E+12 -9298.5720 6768000. 0.000 148.896 0.002729 7043019. -46786. -0.000159 0.000 1.560E+12 -8188.0043 6768000. 0.000 151.152 0.002382 6916846. -64083. -0.000149 0.000 1.560E+12 -7146.3781 6768000. 0.000 153.408 0.002057 6754288. -79107. -0.000139 0.000 1.561E+12 -6172.4440 6768000. 0.000 155.664 0.001755 6560301. -92008. -0.000129 0.000 1.561E+12 -5264.5963 6768000. 0.000 157.920 0.001474 6339506. -102933. -0.000120 0.000 1.561E+12 -4420.9248 6768000. 0.000 160.176 0.001213 6096199. -112025. -0.000111 0.000 1.562E+12 -3639.2553 6768000. 0.000 162.432 0.000972 5834357. -119421. -0.000102 0.000 1.562E+12 -2917.1918 6768000. 0.000 164.688 0.000751 5557656. -125252. -9.425E-05 0.000 1.562E+12 -2252.1572 6768000. 0.000 166.944 0.000547 5269482. -129644. -8.643E-05 0.000 1.563E+12 -1641.4391 6768000. 0.000 169.200 0.000361 4972943. -132716. -7.904E-05 0.000 1.563E+12 -1082.2129 6768000. 0.000 171.456 0.000191 4670886. -134581. -7.208E-05 0.000 1.563E+12 -571.5720 6768000. 0.000 173.712 3.552E-05 4365911. -135346. -6.556E-05 0.000 1.563E+12 -106.5612 6768000. 0.000 175.968 -0.000105 4060385. -135110. -5.948E-05 0.000 1.563E+12 315.8010 6768000. 0.000 178.224 -0.000233 3756458. -133966. -5.383E-05 0.000 1.563E+12 698.5012 6768000. 0.000 180.480 -0.000348 3456078. -132000. -4.863E-05 0.000 1.563E+12 1044.5099 6768000. 0.000 182.736 -0.000452 3161008. -129292. -4.386E-05 0.000 1.563E+12 1356.7619 6768000. 0.000

Page 16

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 184.992 -0.000546 2872836. -125913. -3.950E-05 0.000 1.563E+12 1638.1400 6768000. 0.000 187.248 -0.000630 2592996. -121932. -3.556E-05 0.000 1.563E+12 1891.4596 6768000. 0.000 189.504 -0.000706 2322778. -117408. -3.201E-05 0.000 1.563E+12 2119.4543 6768000. 0.000 191.760 -0.000775 2063342. -112394. -2.885E-05 0.000 1.563E+12 2324.7636 6768000. 0.000 194.016 -0.000837 1815734. -106941. -2.605E-05 0.000 1.563E+12 2509.9216 6768000. 0.000 196.272 -0.000892 1580897. -101090. -2.360E-05 0.000 1.563E+12 2677.3469 6768000. 0.000 198.528 -0.000943 1359683. -94878. -2.148E-05 0.000 1.563E+12 2829.3330 6768000. 0.000 200.784 -0.000989 1152866. -88339. -1.966E-05 0.000 1.563E+12 2968.0404 6768000. 0.000 203.040 -0.001032 961153. -81499. -1.814E-05 0.000 1.563E+12 3095.4890 6768000. 0.000 205.296 -0.001071 785192. -74382. -1.688E-05 0.000 1.563E+12 3213.5512 6768000. 0.000 207.552 -0.001108 625586. -67008. -1.586E-05 0.000 1.563E+12 3323.9454 6768000. 0.000 209.808 -0.001143 482895. -59392. -1.506E-05 0.000 1.563E+12 3428.2303 6768000. 0.000 212.064 -0.001176 357652. -51545. -1.445E-05 0.000 1.563E+12 3527.7993 6768000. 0.000 214.320 -0.001208 250363. -43478. -1.402E-05 0.000 1.563E+12 3623.8756 6768000. 0.000 216.576 -0.001239 161517. -35197. -1.372E-05 0.000 1.563E+12 3717.5069 6768000. 0.000 218.832 -0.001270 91591. -26707. -1.354E-05 0.000 1.563E+12 3809.5609 6768000. 0.000 221.088 -0.001300 41054. -18009. -1.344E-05 0.000 1.563E+12 3900.7204 6768000. 0.000 223.344 -0.001330 10370. -9107.0380 -1.340E-05 0.000 1.563E+12 3991.4790 6768000. 0.000 225.600 -0.001361 0.000 0.000 -1.339E-05 0.000 1.563E+12 4082.1363 3384000. 0.000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.1926 9492082. 35470. -0.001881 0.000 1.525E+12 0.000 0.000 0.000 2.256 0.1883 9576039. 35470. -0.001867 0.000 1.525E+12 0.000 0.000 0.000 4.512 0.1841 9659966. 35470. -0.001853 0.000 1.525E+12 0.000 0.000 0.000

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Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 6.768 0.1800 9743863. 35470. -0.001838 0.000 1.525E+12 0.000 0.000 0.000 9.024 0.1758 9827729. 35470. -0.001824 0.000 1.525E+12 0.000 0.000 0.000 11.280 0.1717 9911565. 35470. -0.001809 0.000 1.524E+12 0.000 0.000 0.000 13.536 0.1677 9995371. 35470. -0.001794 0.000 1.524E+12 0.000 0.000 0.000 15.792 0.1636 10079145. 35470. -0.001780 0.000 1.524E+12 0.000 0.000 0.000 18.048 0.1596 10162888. 35470. -0.001765 0.000 1.524E+12 0.000 0.000 0.000 20.304 0.1557 10246599. 35470. -0.001750 0.000 1.524E+12 0.000 0.000 0.000 22.560 0.1517 10330279. 35470. -0.001734 0.000 1.523E+12 0.000 0.000 0.000 24.816 0.1479 10413926. 35470. -0.001719 0.000 1.523E+12 0.000 0.000 0.000 27.072 0.1440 10497541. 35470. -0.001703 0.000 1.523E+12 0.000 0.000 0.000 29.328 0.1402 10581123. 35470. -0.001688 0.000 1.523E+12 0.000 0.000 0.000 31.584 0.1364 10664672. 35470. -0.001672 0.000 1.523E+12 0.000 0.000 0.000 33.840 0.1326 10748188. 35470. -0.001656 0.000 1.522E+12 0.000 0.000 0.000 36.096 0.1289 10831671. 35470. -0.001640 0.000 1.522E+12 0.000 0.000 0.000 38.352 0.1252 10915120. 35470. -0.001624 0.000 1.522E+12 0.000 0.000 0.000 40.608 0.1216 10998535. 35470. -0.001608 0.000 1.522E+12 0.000 0.000 0.000 42.864 0.1180 11081916. 35470. -0.001592 0.000 1.522E+12 0.000 0.000 0.000 45.120 0.1144 11165262. 35470. -0.001575 0.000 1.521E+12 0.000 0.000 0.000 47.376 0.1109 11248573. 35470. -0.001558 0.000 1.521E+12 0.000 0.000 0.000 49.632 0.1074 11331850. 35470. -0.001542 0.000 1.521E+12 0.000 0.000 0.000 51.888 0.1039 11415091. 35470. -0.001525 0.000 1.521E+12 0.000 0.000 0.000 54.144 0.1005 11498296. 35470. -0.001508 0.000 1.521E+12 0.000 0.000 0.000 56.400 0.0971 11581466. 35470. -0.001491 0.000 1.520E+12 0.000 0.000 0.000 58.656 0.0938 11664599. 35470. -0.001473 0.000 1.520E+12 0.000 0.000 0.000 60.912 0.0905 11747697. 35470. -0.001456 0.000 1.520E+12 0.000 0.000 0.000 63.168 0.0872 11830757. 35470. -0.001439 0.000 1.519E+12 0.000 0.000 0.000 65.424 0.0840 11913781. 35470. -0.001421 0.000 1.519E+12 0.000 0.000 0.000 67.680 0.0808 11996767. 35470. -0.001403 0.000 1.519E+12 0.000 0.000 0.000 69.936 0.0776 12079716. 35470. -0.001385 0.000 1.519E+12 0.000 0.000 0.000 72.192 0.0745 12162628. 35470. -0.001367 0.000 1.519E+12 0.000 0.000 0.000 74.448 0.0715 12245501. 35470. -0.001349 0.000 1.518E+12 0.000 0.000 0.000 76.704 0.0684 12328336. 35470. -0.001331 0.000 1.518E+12 0.000 0.000 0.000 78.960 0.0655 12411133. 35470. -0.001310 0.000 1.152E+12 0.000 0.000 0.000 81.216 0.0625 12493879. 35470. -0.001285 0.000 1.108E+12 0.000 0.000 0.000 83.472 0.0597 12576571. 35470. -0.001259 0.000 1.100E+12 0.000 0.000 0.000 85.728 0.0568 12659209. 35470. -0.001233 0.000 1.092E+12 0.000 0.000 0.000 87.984 0.0541 12741792. 35470. -0.001207 0.000 1.085E+12 0.000 0.000 0.000 90.240 0.0514 12824320. 35470. -0.001180 0.000 1.078E+12 0.000 0.000 0.000 92.496 0.0488 12906791. 35470. -0.001153 0.000 1.070E+12 0.000 0.000 0.000 94.752 0.0462 12989205. 35470. -0.001126 0.000 1.063E+12 0.000 0.000 0.000 97.008 0.0437 13071561. 35470. -0.001098 0.000 1.055E+12 0.000 0.000 0.000 99.264 0.0412 13153858. 35470. -0.001070 0.000 1.048E+12 0.000 0.000 0.000 101.520 0.0389 13236096. 35470. -0.001041 0.000 1.041E+12 0.000 0.000 0.000 103.776 0.0365 13318273. 35466. -0.001012 0.000 1.034E+12 -3.8945 240.3994 0.000 106.032 0.0343 13400370. 35452. -0.000983 0.000 1.027E+12 -8.2969 545.7715 0.000 108.288 0.0321 13482362. 35429. -0.000954 0.000 1.019E+12 -12.1149 851.1437 0.000 110.544 0.0300 13564231. 35398. -0.000923 0.000 1.012E+12 -15.3759 1156.5158 0.000 112.800 0.0279 13645957. 35360. -0.000893 0.000 1.005E+12 -18.1079 1461.8880 0.000 115.056 0.0260 13727527. 35317. -0.000862 0.000 9.987E+11 -20.3392 1767.2602 0.000 117.312 0.0241 13808928. 35269. -0.000831 0.000 9.917E+11 -22.0987 2072.6323 0.000 119.568 0.0222 13890151. 35217. -0.000799 0.000 9.850E+11 -23.4157 2378.0045 0.000 121.824 0.0204 13971188. 35164. -0.000767 0.000 9.784E+11 -24.3201 2683.3766 0.000 124.080 0.0188 14052034. 35108. -0.000735 0.000 9.718E+11 -24.8423 2988.7488 0.000 126.336 0.0171 14132684. 35052. -0.000702 0.000 9.651E+11 -25.0131 3294.1210 0.000 128.592 0.0156 14213138. 34996. -0.000669 0.000 9.587E+11 -24.8639 3599.4931 0.000 130.848 0.0141 14293395. 34940. -0.000635 0.000 9.524E+11 -24.4265 3904.8653 0.000

Page 18

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 133.104 0.0127 14373456. 34886. -0.000601 0.000 9.460E+11 -23.7333 4210.2374 0.000 135.360 0.0114 14453325. 34833. -0.000567 0.000 9.397E+11 -22.8172 4515.6096 0.000 137.616 0.0102 14533005. 34783. -0.000532 0.000 9.336E+11 -21.7117 4820.9818 0.000 139.872 0.009000 14612500. 34735. -0.000496 0.000 9.275E+11 -20.4507 5126.3539 0.000 142.128 0.007920 14691817. 7911.2410 -0.000461 0.000 9.214E+11 -23760. 6768000. 0.000 144.384 0.006921 14650131. -42311. -0.000425 0.000 9.246E+11 -20763. 6768000. 0.000 146.640 0.006003 14502695. -86046. -0.000390 0.000 9.359E+11 -18009. 6768000. 0.000 148.896 0.005164 14263527. -123834. -0.000355 0.000 9.547E+11 -15491. 6768000. 0.000 151.152 0.004400 13945448. -156199. -0.000322 0.000 9.804E+11 -13201. 6768000. 0.000 153.408 0.003709 13560113. -183642. -0.000291 0.000 1.013E+12 -11128. 6768000. 0.000 155.664 0.003087 13118077. -206641. -0.000262 0.000 1.051E+12 -9260.2678 6768000. 0.000 157.920 0.002528 12628850. -225640. -0.000235 0.000 1.095E+12 -7582.5917 6768000. 0.000 160.176 0.002027 12100978. -241052. -0.000213 0.000 1.519E+12 -6080.9842 6768000. 0.000 162.432 0.001567 11542118. -253214. -0.000195 0.000 1.520E+12 -4701.0364 6768000. 0.000 164.688 0.001146 10959296. -262394. -0.000179 0.000 1.522E+12 -3437.0022 6768000. 0.000 166.944 0.000761 10358947. -268846. -0.000163 0.000 1.523E+12 -2282.9185 6768000. 0.000 169.200 0.000411 9746947. -272812. -0.000148 0.000 1.525E+12 -1232.6587 6768000. 0.000 171.456 9.334E-05 9128642. -274518. -0.000134 0.000 1.526E+12 -280.0078 6768000. 0.000 173.712 -0.000194 8508885. -274178. -0.000121 0.000 1.527E+12 581.2911 6768000. 0.000 175.968 -0.000452 7892060. -271991. -0.000109 0.000 1.527E+12 1357.4940 6768000. 0.000 178.224 -0.000685 7282119. -268142. -9.765E-05 0.000 1.528E+12 2054.8017 6768000. 0.000 180.480 -0.000893 6682613. -262802. -8.734E-05 0.000 1.528E+12 2679.3341 6768000. 0.000 182.736 -0.001079 6096723. -256128. -7.791E-05 0.000 1.528E+12 3237.0975 6768000. 0.000 184.992 -0.001245 5527290. -248265. -6.933E-05 0.000 1.528E+12 3733.9521 6768000. 0.000 187.248 -0.001392 4976844. -239343. -6.158E-05 0.000 1.529E+12 4175.5923 6768000. 0.000 189.504 -0.001523 4447634. -229481. -5.463E-05 0.000 1.529E+12 4567.5208 6768000. 0.000 191.760 -0.001638 3941657. -218784. -4.844E-05 0.000 1.529E+12 4915.0269 6768000. 0.000 194.016 -0.001741 3460683. -207348. -4.298E-05 0.000 1.529E+12 5223.1668 6768000. 0.000 196.272 -0.001832 3006281. -195256. -3.820E-05 0.000 1.529E+12 5496.7456 6768000. 0.000 198.528 -0.001913 2579846. -182581. -3.408E-05 0.000 1.529E+12 5740.3028 6768000. 0.000 200.784 -0.001986 2182619. -169385. -3.057E-05 0.000 1.529E+12 5958.0978 6768000. 0.000 203.040 -0.002051 1815709. -155723. -2.762E-05 0.000 1.529E+12 6154.0977 6768000. 0.000 205.296 -0.002111 1480115. -141638. -2.519E-05 0.000 1.529E+12 6331.9671 6768000. 0.000 207.552 -0.002165 1176743. -127169. -2.323E-05 0.000 1.529E+12 6495.0570 6768000. 0.000 209.808 -0.002215 906424. -112346. -2.169E-05 0.000 1.529E+12 6646.3970 6768000. 0.000 212.064 -0.002263 669929. -97191. -2.053E-05 0.000 1.529E+12 6788.6865 6768000. 0.000 214.320 -0.002308 467984. -81723. -1.969E-05 0.000 1.529E+12 6924.2867 6768000. 0.000 216.576 -0.002352 301278. -65954. -1.912E-05 0.000 1.529E+12 7055.2142 6768000. 0.000 218.832 -0.002394 170480. -49893. -1.877E-05 0.000 1.529E+12 7183.1334 6768000. 0.000 221.088 -0.002436 76239. -33546. -1.859E-05 0.000 1.529E+12 7309.3504 6768000. 0.000 223.344 -0.002478 19200. -16914. -1.852E-05 0.000 1.529E+12 7434.8061 6768000. 0.000 225.600 -0.002520 0.000 0.000 -1.851E-05 0.000 1.529E+12 7560.0701 3384000. 0.000



Pile-head deflection = 0.1925524 inchesComputed slope at pile head = -0.0018810 radiansMaximum bending moment = 14691817. inch-lbsMaximum shear force = -274518. lbsDepth of maximum bending moment = 142.1280000 inches below pile headDepth of maximum shear force = 171.4560000 inches below pile head

Page 19

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6oNumber of iterations = 48Number of zero deflection points = 1




Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.5561 14521828. 42692. -0.005996 0.000 6.136E+11 0.000 0.000 0.000 2.256 0.5426 14626565. 42692. -0.005942 0.000 6.136E+11 0.000 0.000 0.000 4.512 0.5293 14731227. 42692. -0.005888 0.000 6.136E+11 0.000 0.000 0.000 6.768 0.5160 14835812. 42692. -0.005833 0.000 6.052E+11 0.000 0.000 0.000 9.024 0.5029 14940319. 42692. -0.005778 0.000 6.011E+11 0.000 0.000 0.000 11.280 0.4900 15044747. 42692. -0.005721 0.000 5.971E+11 0.000 0.000 0.000 13.536 0.4771 15149095. 42692. -0.005664 0.000 5.932E+11 0.000 0.000 0.000 15.792 0.4644 15253361. 42692. -0.005606 0.000 5.894E+11 0.000 0.000 0.000 18.048 0.4518 15357545. 42692. -0.005547 0.000 5.856E+11 0.000 0.000 0.000 20.304 0.4394 15461646. 42692. -0.005488 0.000 5.820E+11 0.000 0.000 0.000 22.560 0.4271 15565662. 42692. -0.005427 0.000 5.784E+11 0.000 0.000 0.000 24.816 0.4149 15669592. 42692. -0.005366 0.000 5.749E+11 0.000 0.000 0.000 27.072 0.4029 15773435. 42692. -0.005304 0.000 5.715E+11 0.000 0.000 0.000 29.328 0.3910 15877191. 42692. -0.005242 0.000 5.681E+11 0.000 0.000 0.000 31.584 0.3792 15980857. 42692. -0.005178 0.000 5.648E+11 0.000 0.000 0.000 33.840 0.3676 16084434. 42692. -0.005114 0.000 5.616E+11 0.000 0.000 0.000 36.096 0.3561 16187919. 42692. -0.005049 0.000 5.584E+11 0.000 0.000 0.000 38.352 0.3448 16291312. 42692. -0.004983 0.000 5.553E+11 0.000 0.000 0.000 40.608 0.3336 16394612. 42692. -0.004917 0.000 5.523E+11 0.000 0.000 0.000 42.864 0.3226 16497817. 42692. -0.004849 0.000 5.493E+11 0.000 0.000 0.000 45.120 0.3118 16600926. 42692. -0.004781 0.000 5.464E+11 0.000 0.000 0.000 47.376 0.3011 16703939. 42692. -0.004712 0.000 5.435E+11 0.000 0.000 0.000 49.632 0.2905 16806854. 42692. -0.004642 0.000 5.407E+11 0.000 0.000 0.000 51.888 0.2801 16909669. 42692. -0.004572 0.000 5.379E+11 0.000 0.000 0.000 54.144 0.2699 17012385. 42692. -0.004501 0.000 5.352E+11 0.000 0.000 0.000 56.400 0.2598 17115000. 42692. -0.004429 0.000 5.326E+11 0.000 0.000 0.000 58.656 0.2499 17217512. 42692. -0.004356 0.000 5.299E+11 0.000 0.000 0.000 60.912 0.2401 17319921. 42692. -0.004282 0.000 5.274E+11 0.000 0.000 0.000 63.168 0.2306 17422225. 42692. -0.004207 0.000 5.249E+11 0.000 0.000 0.000 65.424 0.2212 17524424. 42692. -0.004132 0.000 5.224E+11 0.000 0.000 0.000 67.680 0.2119 17626515. 42692. -0.004056 0.000 5.200E+11 0.000 0.000 0.000 69.936 0.2029 17728499. 42692. -0.003979 0.000 5.176E+11 0.000 0.000 0.000 72.192 0.1940 17830374. 42692. -0.003902 0.000 5.152E+11 0.000 0.000 0.000 74.448 0.1853 17932138. 42692. -0.003823 0.000 5.129E+11 0.000 0.000 0.000 76.704 0.1767 18033792. 42692. -0.003744 0.000 5.107E+11 0.000 0.000 0.000 78.960 0.1684 18135332. 42692. -0.003664 0.000 5.085E+11 0.000 0.000 0.000

Page 20

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 81.216 0.1602 18236760. 42692. -0.003583 0.000 5.063E+11 0.000 0.000 0.000 83.472 0.1522 18338072. 42692. -0.003501 0.000 5.041E+11 0.000 0.000 0.000 85.728 0.1444 18439269. 42692. -0.003419 0.000 5.020E+11 0.000 0.000 0.000 87.984 0.1368 18540349. 42692. -0.003335 0.000 4.999E+11 0.000 0.000 0.000 90.240 0.1293 18641310. 42692. -0.003251 0.000 4.979E+11 0.000 0.000 0.000 92.496 0.1221 18742153. 42692. -0.003167 0.000 4.958E+11 0.000 0.000 0.000 94.752 0.1151 18842875. 42692. -0.003081 0.000 4.939E+11 0.000 0.000 0.000 97.008 0.1082 18943476. 42692. -0.002994 0.000 4.919E+11 0.000 0.000 0.000 99.264 0.1015 19043954. 42692. -0.002907 0.000 4.900E+11 0.000 0.000 0.000 101.520 0.0951 19144308. 42692. -0.002819 0.000 4.881E+11 0.000 0.000 0.000 103.776 0.0888 19244537. 42681. -0.002730 0.000 4.863E+11 -9.4653 240.3994 0.000 106.032 0.0828 19344592. 42648. -0.002640 0.000 4.845E+11 -20.0232 545.7715 0.000 108.288 0.0769 19444419. 42593. -0.002550 0.000 4.827E+11 -29.0176 851.1437 0.000 110.544 0.0713 19543969. 42519. -0.002459 0.000 4.809E+11 -36.5319 1156.5158 0.000 112.800 0.0658 19643204. 42429. -0.002367 0.000 4.791E+11 -42.6506 1461.8880 0.000 115.056 0.0606 19742091. 42328. -0.002274 0.000 4.774E+11 -47.4591 1767.2602 0.000 117.312 0.0556 19840605. 42217. -0.002180 0.000 4.758E+11 -51.0438 2072.6323 0.000 119.568 0.0507 19938726. 42099. -0.002086 0.000 4.741E+11 -53.4921 2378.0045 0.000 121.824 0.0461 20036442. 41977. -0.001990 0.000 4.725E+11 -54.8922 2683.3766 0.000 124.080 0.0418 20133743. 41852. -0.001894 0.000 4.709E+11 -55.3334 2988.7488 0.000 126.336 0.0376 20230626. 41728. -0.001797 0.000 4.693E+11 -54.9061 3294.1210 0.000 128.592 0.0337 20327092. 41605. -0.001700 0.000 4.678E+11 -53.7014 3599.4931 0.000 130.848 0.0299 20423147. 41486. -0.001601 0.000 4.663E+11 -51.8114 3904.8653 0.000 133.104 0.0264 20518799. 41372. -0.001502 0.000 4.648E+11 -49.3293 4210.2374 0.000 135.360 0.0232 20614059. 41264. -0.001402 0.000 4.633E+11 -46.3491 4515.6096 0.000 137.616 0.0201 20708941. 41164. -0.001301 0.000 4.619E+11 -42.9658 4820.9818 0.000 139.872 0.0173 20803462. 41071. -0.001200 0.000 4.605E+11 -39.2753 5126.3539 0.000 142.128 0.0147 20897639. -8692.3892 -0.001098 0.000 4.591E+11 -44077. 6768000. 0.000 144.384 0.0123 20767340. -100143. -0.000995 0.000 4.610E+11 -36996. 6768000. 0.000 146.640 0.0102 20448603. -176396. -0.000895 0.000 4.659E+11 -30604. 6768000. 0.000 148.896 0.008294 19973968. -238983. -0.000798 0.000 4.735E+11 -24881. 6768000. 0.000 151.152 0.006601 19372566. -289385. -0.000705 0.000 4.839E+11 -19802. 6768000. 0.000 153.408 0.005112 18670252. -329020. -0.000618 0.000 4.973E+11 -15335. 6768000. 0.000 155.664 0.003814 17889770. -359223. -0.000536 0.000 5.139E+11 -11441. 6768000. 0.000 157.920 0.002693 17050948. -381241. -0.000461 0.000 5.342E+11 -8078.3548 6768000. 0.000 160.176 0.001734 16170910. -396223. -0.000392 0.000 5.589E+11 -5203.1411 6768000. 0.000 162.432 0.000923 15264299. -405216. -0.000330 0.000 5.890E+11 -2769.6895 6768000. 0.000 164.688 0.000244 14343508. -409166. -0.000275 0.000 6.255E+11 -731.9564 6768000. 0.000 166.944 -0.000319 13418919. -408914. -0.000227 0.000 6.701E+11 955.6455 6768000. 0.000 169.200 -0.000779 12499130. -405199. -0.000185 0.000 7.243E+11 2337.4755 6768000. 0.000 171.456 -0.001152 11591182. -398664. -0.000149 0.000 7.901E+11 3455.8288 6768000. 0.000 173.712 -0.001450 10700777. -389859. -0.000119 0.000 8.932E+11 4350.1946 6768000. 0.000 175.968 -0.001687 9832474. -379242. -9.797E-05 0.000 1.551E+12 5061.6344 6768000. 0.000 178.224 -0.001892 8989912. -367130. -8.428E-05 0.000 1.553E+12 5676.2517 6768000. 0.000 180.480 -0.002068 8176221. -353731. -7.183E-05 0.000 1.556E+12 6202.5072 6768000. 0.000 182.736 -0.002216 7394081. -339235. -6.055E-05 0.000 1.558E+12 6648.5258 6768000. 0.000 184.992 -0.002341 6645764. -323814. -5.039E-05 0.000 1.560E+12 7022.0785 6768000. 0.000 187.248 -0.002444 5933173. -307625. -4.129E-05 0.000 1.561E+12 7330.5680 6768000. 0.000 189.504 -0.002527 5257878. -290804. -3.321E-05 0.000 1.561E+12 7581.0135 6768000. 0.000 191.760 -0.002593 4621157. -273477. -2.607E-05 0.000 1.562E+12 7780.0409 6768000. 0.000 194.016 -0.002645 4024023. -255752. -1.983E-05 0.000 1.562E+12 7933.8885 6768000. 0.000 196.272 -0.002683 3467261. -237724. -1.442E-05 0.000 1.562E+12 8048.3979 6768000. 0.000 198.528 -0.002710 2951454. -219476. -9.780E-06 0.000 1.562E+12 8129.0138 6768000. 0.000 200.784 -0.002727 2477014. -201078. -5.860E-06 0.000 1.562E+12 8180.7801 6768000. 0.000 203.040 -0.002736 2044206. -182591. -2.595E-06 0.000 1.562E+12 8208.3347 6768000. 0.000 205.296 -0.002739 1653170. -164065. 7.460E-08 0.000 1.562E+12 8215.9088 6768000. 0.000

Page 21

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 207.552 -0.002736 1303946. -145539. 2.210E-06 0.000 1.562E+12 8207.3248 6768000. 0.000 209.808 -0.002729 996490. -127048. 3.871E-06 0.000 1.562E+12 8185.9963 6768000. 0.000 212.064 -0.002718 730696. -108615. 5.118E-06 0.000 1.562E+12 8154.9283 6768000. 0.000 214.320 -0.002706 506405. -90261. 6.011E-06 0.000 1.562E+12 8116.7187 6768000. 0.000 216.576 -0.002691 323423. -71998. 6.610E-06 0.000 1.562E+12 8073.5598 6768000. 0.000 218.832 -0.002676 181531. -53836. 6.975E-06 0.000 1.562E+12 8027.2398 6768000. 0.000 221.088 -0.002660 80493. -35781. 7.164E-06 0.000 1.562E+12 7979.1455 6768000. 0.000 223.344 -0.002643 20066. -17835. 7.237E-06 0.000 1.562E+12 7930.2646 6768000. 0.000 225.600 -0.002627 0.000 0.000 7.251E-06 0.000 1.562E+12 7881.1875 3384000. 0.000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.4815 14976510. 41304. -0.005129 0.000 7.679E+11 0.000 0.000 0.000 2.256 0.4700 15079042. 41304. -0.005085 0.000 7.679E+11 0.000 0.000 0.000 4.512 0.4586 15181493. 41304. -0.005041 0.000 7.679E+11 0.000 0.000 0.000 6.768 0.4473 15283863. 41304. -0.004996 0.000 7.557E+11 0.000 0.000 0.000 9.024 0.4360 15386149. 41304. -0.004950 0.000 7.498E+11 0.000 0.000 0.000 11.280 0.4249 15488350. 41304. -0.004903 0.000 7.439E+11 0.000 0.000 0.000 13.536 0.4139 15590465. 41304. -0.004856 0.000 7.382E+11 0.000 0.000 0.000 15.792 0.4030 15692493. 41304. -0.004808 0.000 7.326E+11 0.000 0.000 0.000 18.048 0.3922 15794433. 41304. -0.004759 0.000 7.271E+11 0.000 0.000 0.000 20.304 0.3815 15896283. 41304. -0.004710 0.000 7.217E+11 0.000 0.000 0.000 22.560 0.3710 15998042. 41304. -0.004660 0.000 7.163E+11 0.000 0.000 0.000 24.816 0.3605 16099708. 41304. -0.004609 0.000 7.111E+11 0.000 0.000 0.000 27.072 0.3502 16201281. 41304. -0.004558 0.000 7.060E+11 0.000 0.000 0.000

Page 22

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 29.328 0.3400 16302760. 41304. -0.004506 0.000 7.010E+11 0.000 0.000 0.000 31.584 0.3298 16404142. 41304. -0.004453 0.000 6.961E+11 0.000 0.000 0.000 33.840 0.3199 16505427. 41304. -0.004399 0.000 6.913E+11 0.000 0.000 0.000 36.096 0.3100 16606613. 41304. -0.004345 0.000 6.865E+11 0.000 0.000 0.000 38.352 0.3003 16707700. 41304. -0.004290 0.000 6.818E+11 0.000 0.000 0.000 40.608 0.2906 16808685. 41304. -0.004234 0.000 6.772E+11 0.000 0.000 0.000 42.864 0.2811 16909568. 41304. -0.004178 0.000 6.727E+11 0.000 0.000 0.000 45.120 0.2718 17010346. 41304. -0.004121 0.000 6.683E+11 0.000 0.000 0.000 47.376 0.2626 17111020. 41304. -0.004063 0.000 6.640E+11 0.000 0.000 0.000 49.632 0.2535 17211587. 41304. -0.004005 0.000 6.597E+11 0.000 0.000 0.000 51.888 0.2445 17312047. 41304. -0.003946 0.000 6.556E+11 0.000 0.000 0.000 54.144 0.2357 17412398. 41304. -0.003886 0.000 6.515E+11 0.000 0.000 0.000 56.400 0.2270 17512638. 41304. -0.003825 0.000 6.474E+11 0.000 0.000 0.000 58.656 0.2184 17612766. 41304. -0.003764 0.000 6.435E+11 0.000 0.000 0.000 60.912 0.2100 17712781. 41304. -0.003701 0.000 6.396E+11 0.000 0.000 0.000 63.168 0.2017 17812682. 41304. -0.003639 0.000 6.358E+11 0.000 0.000 0.000 65.424 0.1936 17912468. 41304. -0.003575 0.000 6.320E+11 0.000 0.000 0.000 67.680 0.1856 18012136. 41304. -0.003511 0.000 6.283E+11 0.000 0.000 0.000 69.936 0.1777 18111685. 41304. -0.003446 0.000 6.247E+11 0.000 0.000 0.000 72.192 0.1700 18211115. 41304. -0.003380 0.000 6.212E+11 0.000 0.000 0.000 74.448 0.1625 18310424. 41304. -0.003313 0.000 6.177E+11 0.000 0.000 0.000 76.704 0.1551 18409611. 41304. -0.003246 0.000 6.142E+11 0.000 0.000 0.000 78.960 0.1478 18508674. 41304. -0.003178 0.000 6.108E+11 0.000 0.000 0.000 81.216 0.1407 18607611. 41304. -0.003109 0.000 6.075E+11 0.000 0.000 0.000 83.472 0.1338 18706422. 41304. -0.003040 0.000 6.042E+11 0.000 0.000 0.000 85.728 0.1270 18805105. 41304. -0.002970 0.000 6.010E+11 0.000 0.000 0.000 87.984 0.1204 18903659. 41304. -0.002899 0.000 5.979E+11 0.000 0.000 0.000 90.240 0.1139 19002083. 41304. -0.002827 0.000 5.948E+11 0.000 0.000 0.000 92.496 0.1076 19100374. 41304. -0.002755 0.000 5.917E+11 0.000 0.000 0.000 94.752 0.1015 19198532. 41304. -0.002681 0.000 5.887E+11 0.000 0.000 0.000 97.008 0.0955 19296556. 41304. -0.002607 0.000 5.857E+11 0.000 0.000 0.000 99.264 0.0897 19394443. 41304. -0.002533 0.000 5.828E+11 0.000 0.000 0.000 101.520 0.0841 19492193. 41304. -0.002457 0.000 5.800E+11 0.000 0.000 0.000 103.776 0.0787 19589804. 41295. -0.002381 0.000 5.771E+11 -8.3811 240.3994 0.000 106.032 0.0734 19687232. 41265. -0.002304 0.000 5.744E+11 -17.7488 545.7715 0.000 108.288 0.0683 19784429. 41216. -0.002226 0.000 5.717E+11 -25.7514 851.1437 0.000 110.544 0.0633 19881351. 41150. -0.002148 0.000 5.690E+11 -32.4606 1156.5158 0.000 112.800 0.0586 19977964. 41071. -0.002069 0.000 5.664E+11 -37.9492 1461.8880 0.000 115.056 0.0540 20074238. 40980. -0.001989 0.000 5.638E+11 -42.2906 1767.2602 0.000 117.312 0.0496 20170150. 40881. -0.001908 0.000 5.613E+11 -45.5592 2072.6323 0.000 119.568 0.0454 20265681. 40776. -0.001827 0.000 5.587E+11 -47.8306 2378.0045 0.000 121.824 0.0413 20360819. 40667. -0.001744 0.000 5.563E+11 -49.1808 2683.3766 0.000 124.080 0.0375 20455556. 40555. -0.001662 0.000 5.539E+11 -49.6872 2988.7488 0.000 126.336 0.0339 20549887. 40443. -0.001578 0.000 5.515E+11 -49.4278 3294.1210 0.000 128.592 0.0304 20643813. 40333. -0.001493 0.000 5.492E+11 -48.4817 3599.4931 0.000 130.848 0.0271 20737337. 40225. -0.001408 0.000 5.469E+11 -46.9287 3904.8653 0.000 133.104 0.0240 20830465. 40122. -0.001322 0.000 5.447E+11 -44.8496 4210.2374 0.000 135.360 0.0211 20923207. 40023. -0.001236 0.000 5.425E+11 -42.3262 4515.6096 0.000 137.616 0.0185 21015575. 39931. -0.001148 0.000 5.403E+11 -39.4409 4820.9818 0.000 139.872 0.0160 21107581. 39846. -0.001060 0.000 5.382E+11 -36.2774 5126.3539 0.000 142.128 0.0137 21199240. -6464.1790 -0.000971 0.000 5.361E+11 -41019. 6768000. 0.000 144.384 0.0116 21081971. -91927. -0.000883 0.000 5.388E+11 -34746. 6768000. 0.000 146.640 0.009690 20787699. -163913. -0.000796 0.000 5.457E+11 -29071. 6768000. 0.000 148.896 0.007993 20345311. -223752. -0.000711 0.000 5.567E+11 -23978. 6768000. 0.000 151.152 0.006481 19780736. -272730. -0.000631 0.000 5.718E+11 -19442. 6768000. 0.000 153.408 0.005145 19117066. -312072. -0.000556 0.000 5.912E+11 -15435. 6768000. 0.000

Page 23

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o 155.664 0.003974 18374704. -342930. -0.000485 0.000 6.154E+11 -11922. 6768000. 0.000 157.920 0.002955 17571541. -366377. -0.000421 0.000 6.451E+11 -8864.3723 6768000. 0.000 160.176 0.002074 16723151. -383396. -0.000363 0.000 6.811E+11 -6222.7851 6768000. 0.000 162.432 0.001319 15842988. -394877. -0.000310 0.000 7.245E+11 -3956.1121 6768000. 0.000 164.688 0.000674 14942600. -401622. -0.000264 0.000 7.763E+11 -2023.3087 6768000. 0.000 166.944 0.000128 14031835. -404338. -0.000223 0.000 8.376E+11 -384.4106 6768000. 0.000 169.200 -0.000333 13119044. -403645. -0.000188 0.000 9.090E+11 998.7058 6768000. 0.000 171.456 -0.000720 12211277. -400080. -0.000158 0.000 9.899E+11 2161.4619 6768000. 0.000 173.712 -0.001045 11314460. -394105. -0.000136 0.000 1.531E+12 3135.8582 6768000. 0.000 175.968 -0.001332 10433572. -386059. -0.000120 0.000 1.534E+12 3997.4274 6768000. 0.000 178.224 -0.001585 9573001. -376186. -0.000105 0.000 1.536E+12 4755.1402 6768000. 0.000 180.480 -0.001806 8736605. -364711. -9.149E-05 0.000 1.538E+12 5417.7094 6768000. 0.000 182.736 -0.001998 7927760. -351839. -7.927E-05 0.000 1.540E+12 5993.5535 6768000. 0.000 184.992 -0.002164 7149398. -337757. -6.823E-05 0.000 1.541E+12 6490.7727 6768000. 0.000 187.248 -0.002306 6404052. -322633. -5.831E-05 0.000 1.541E+12 6917.1314 6768000. 0.000 189.504 -0.002427 5693894. -306618. -4.946E-05 0.000 1.541E+12 7280.0426 6768000. 0.000 191.760 -0.002529 5020772. -289849. -4.161E-05 0.000 1.542E+12 7586.5549 6768000. 0.000 194.016 -0.002614 4386249. -272444. -3.473E-05 0.000 1.542E+12 7843.3407 6768000. 0.000 196.272 -0.002686 3791633. -254508. -2.875E-05 0.000 1.542E+12 8056.6879 6768000. 0.000 198.528 -0.002744 3238012. -236134. -2.361E-05 0.000 1.542E+12 8232.4880 6768000. 0.000 200.784 -0.002792 2726282. -217400. -1.924E-05 0.000 1.542E+12 8376.2248 6768000. 0.000 203.040 -0.002831 2257176. -198371. -1.560E-05 0.000 1.542E+12 8492.9669 6768000. 0.000 205.296 -0.002862 1831289. -179105. -1.261E-05 0.000 1.542E+12 8587.3598 6768000. 0.000 207.552 -0.002888 1449102. -159645. -1.021E-05 0.000 1.542E+12 8663.6211 6768000. 0.000 209.808 -0.002909 1111006. -140030. -8.335E-06 0.000 1.542E+12 8725.5348 6768000. 0.000 212.064 -0.002925 817315. -120288. -6.925E-06 0.000 1.542E+12 8776.4488 6768000. 0.000 214.320 -0.002940 568290. -100440. -5.911E-06 0.000 1.542E+12 8819.2708 6768000. 0.000 216.576 -0.002952 364150. -80502. -5.229E-06 0.000 1.542E+12 8856.4664 6768000. 0.000 218.832 -0.002963 205084. -60484. -4.813E-06 0.000 1.542E+12 8890.0567 6768000. 0.000 221.088 -0.002974 91264. -40392. -4.596E-06 0.000 1.542E+12 8921.6166 6768000. 0.000 223.344 -0.002984 22851. -20231. -4.513E-06 0.000 1.542E+12 8952.2729 6768000. 0.000 225.600 -0.002994 0.000 0.000 -4.496E-06 0.000 1.542E+12 8982.7029 3384000. 0.000





Page 24




Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 33859. M = 2303245. 613800. 0.06673526 7164651. -135346. 0.00000000 2 1 V = 35470. M = 9492082. 931100. 0.19255239 14691817. -274518. 0.00000000 3 1 V = 42692. M = 14521828. 625600. 0.55606449 20897639. -409166. 0.00000000 4 1 V = 41304. M = 14976510. 811500. 0.48152301 21199240. -404338. 0.00000000



Top Rotation Shear React. Mom. React. K23 K33 rad lbs in-lbs lbs/rad in-lbs/rad ------------ -------------- -------------- -------------- -------------- 0.000006736 1908.815512135 230325. 283382172. 34193905914. 0.0000203 5746.107167790 693346. 283382172. 34193905914. 0.0000321 9107.364556403 1098927. 283381772. 34193857052. 0.0000406 11492. 1386692. 283379638. 34193588442. 0.0000471 13342. 1609899. 283377919. 34193365074. 0.0000524 14853. 1792273. 283376671. 34193199175. 0.0000569 16131. 1946468. 283375738. 34193073237. 0.0000608 17238. 2080037. 283374796. 34192947586. 0.0000643 18215. 2197854. 283373765. 34192812289. 0.0000674 19088. 2303245. 283372746. 34192678730.

K22 = abs(Shear Reaction/Top y) K23 = abs(Shear Reaction/Top Rotation) K32 = abs(Moment Reaction/Top y)

Page 25

Route 609 Drilled Shafts Pier 1 Columns 1&3 Strength - 7ft Socket - 54-inch dia-New Loads.lp6o K33 = abs(Moment Reaction/Top Rotation)


Page 26

Lateral D

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Case 1

Case 2

Case 3

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Ben

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o================================================================================




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Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6dName of output file: Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6oName of plot output file: Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6pName of runtime file: Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6r


Date: March 18, 2013 Time: 18:12:20

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for Drilled Piers - Column #2

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 2 18.800000 54.0000000


Section No. 1:














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Layer Soil Type Depth Eff. Unit Friction qu kpy Num. (p-y Curve Criteria) ft Wt., pcf Ang., deg. psi pci ----- ----------------------- ---------- ------------ -------------- ----------- ---------- 1 Sand (Reese, et al.) 8.500 62.600 32.000 -- 60.000 11.800 62.600 32.000 -- 60.000 2 Vuggy Limestone 11.800 77.600 -- 3000.000 -- 22.000 77.600 -- 3000.000 --

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Section No. 1:








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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o Number Axial Thrust Force kips ------ ------------------ 1 812.800 2 819.300 3 836.900 4 852.600 5 921.300




Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 963.7791533 1542046645. 174.6633020 0.0001092 0.0000754 0.3869817 3.1608786 0.000001250 1927.4656418 1541972513. 100.8824949 0.0001261 0.0000586 0.4441507 3.6472029 0.000001875 2891.0043191 1541868970. 76.3114980 0.0001431 0.0000418 0.5008293 4.1347565 0.000002500 3854.3212417 1541728497. 64.0429568 0.0001601 0.0000251 0.5570130 4.6235394 0.000003125 4817.3424384 1541549580. 56.6954015 0.0001772 0.000008423 0.6126969 5.1135520 0.000003750 5779.9651067 1541324028. 51.8083083 0.0001943 -0.000008219 0.6678758 5.6047910 0.000004375 6741.1834857 1540841940. 48.3261850 0.0002114 -0.0000248 0.7225308 6.0971285 0.000005000 7699.1333458 1539826669. 45.7203049 0.0002286 -0.0000414 0.7766280 6.5902942 0.000005625 8652.5340530 1538228276. 43.6972882 0.0002458 -0.0000580 0.8301413 7.0840764 0.000006250 9600.6296151 1536100738. 42.0814962 0.0002630 -0.0000745 0.8830534 7.5783337 0.000006875 10543. 1533522849. 40.7613968 0.0002802 -0.0000910 0.9353524 8.0729723 0.000007500 11479. 1530568329. 39.6627593 0.0002975 -0.0001075 0.9870299 8.5679252 0.000008125 11479. 1412832304. 36.8808140 0.0002997 -0.0001391 0.9930943 8.6264231 C 0.000008750 11479. 1311915711. 35.7902749 0.0003132 -0.0001593 1.0329680 9.0132697 C 0.000009375 11479. 1224454663. 34.8176829 0.0003264 -0.0001798 1.0716837 9.3926513 C 0.0000100 11479. 1147926247. 33.9415278 0.0003394 -0.0002006 1.1092817 9.7647431 C 0.0000106 11479. 1080401173. 33.1507452 0.0003522 -0.0002215 1.1459664 10.1313796 C 0.0000113 11707. 1040585698. 32.4301962 0.0003648 -0.0002427 1.1817246 10.4922640 C 0.0000119 12007. 1011133787. 31.7717701 0.0003773 -0.0002640 1.2166731 10.8484221 C 0.0000125 12296. 983703632. 31.1668281 0.0003896 -0.0002854 1.2508492 11.2001002 C 0.0000131 12575. 958098277. 30.6084613 0.0004017 -0.0003070 1.2842923 11.5475768 C 0.0000138 12845. 934153729. 30.0911000 0.0004138 -0.0003287 1.3170436 11.8911636 C 0.0000144 13106. 911731528. 29.6102288 0.0004256 -0.0003506 1.3491464 12.2312078 C 0.0000150 13361. 890713173. 29.1621735 0.0004374 -0.0003726 1.3806464 12.5680955 C 0.0000156 13609. 870995882. 28.7439399 0.0004491 -0.0003946 1.4115915 12.9022541 C 0.0000163 13853. 852486104. 28.3530198 0.0004607 -0.0004168 1.4420291 13.2341231 C 0.0000169 14090. 834934008. 27.9834798 0.0004722 -0.0004390 1.4718370 13.5622841 C 0.0000175 14323. 818430611. 27.6370190 0.0004836 -0.0004614 1.5012064 13.8887622 C

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0000181 14552. 802872710. 27.3113402 0.0004950 -0.0004837 1.5301458 14.2136045 C 0.0000188 14776. 788077569. 27.0019164 0.0005063 -0.0005062 1.5585426 14.5354795 C 0.0000194 14999. 774159357. 26.7117949 0.0005175 -0.0005287 1.5866302 -15.1808539 C 0.0000200 15217. 760855685. 26.4343082 0.0005287 -0.0005513 1.6141669 -15.8315012 C 0.0000206 15434. 748321265. 26.1738548 0.0005398 -0.0005739 1.6414438 -16.4820193 C 0.0000213 15646. 736293855. 25.9233870 0.0005509 -0.0005966 1.6681721 -17.1358252 C 0.0000219 15858. 724932855. 25.6878049 0.0005619 -0.0006193 1.6946652 -17.7892674 C 0.0000225 16065. 714021764. 25.4609352 0.0005729 -0.0006421 1.7206560 -18.4455648 C 0.0000231 16272. 703650014. 25.2459032 0.0005838 -0.0006649 1.7463621 -19.1021474 C 0.0000238 16477. 693749335. 25.0408532 0.0005947 -0.0006878 1.7717328 -19.7596498 C 0.0000244 16678. 684231297. 24.8432696 0.0006056 -0.0007107 1.7966713 -20.4193075 C 0.0000256 17078. 666464957. 24.4758305 0.0006272 -0.0007566 1.8457116 -21.7395046 C 0.0000269 17471. 650092611. 24.1373336 0.0006487 -0.0008026 1.8934177 -23.0637843 C 0.0000281 17858. 634966676. 23.8247731 0.0006701 -0.0008487 1.9398621 -24.3914508 C 0.0000294 18242. 620998524. 23.5375428 0.0006914 -0.0008948 1.9852311 -25.7201994 C 0.0000306 18619. 607966289. 23.2687971 0.0007126 -0.0009411 2.0292904 -27.0533560 C 0.0000319 18994. 595874647. 23.0212675 0.0007338 -0.0009874 2.0723809 -28.3863845 C 0.0000331 19363. 584544596. 22.7889468 0.0007549 -0.0010339 2.1142636 -29.7227493 C 0.0000344 19730. 573949167. 22.5728124 0.0007759 -0.0010803 2.1551313 -31.0598213 C 0.0000356 20094. 564029962. 22.3719651 0.0007970 -0.0011267 2.1950419 -32.3967697 C 0.0000369 20453. 554649343. 22.1811087 0.0008179 -0.0011733 2.2337387 -33.7375955 C 0.0000381 20810. 545842424. 22.0039944 0.0008389 -0.0012198 2.2715669 -35.0770649 C 0.0000394 21166. 537537338. 21.8382933 0.0008599 -0.0012664 2.3084493 -36.4163424 C 0.0000406 21516. 529635965. 21.6797443 0.0008807 -0.0013130 2.3441611 -37.7592074 C 0.0000419 21866. 522168879. 21.5317953 0.0009016 -0.0013596 2.3790057 -39.1006947 C 0.0000431 22214. 515097920. 21.3935351 0.0009226 -0.0014062 2.4129770 -40.4407913 C 0.0000444 22558. 508357019. 21.2618456 0.0009435 -0.0014528 2.4459075 -41.7824561 C 0.0000456 22900. 501921756. 21.1363406 0.0009643 -0.0014994 2.4778154 -43.1254855 C 0.0000469 23240. 495796087. 21.0185758 0.0009852 -0.0015460 2.5088501 -44.4670921 C 0.0000481 23579. 489955528. 20.9079588 0.0010062 -0.0015926 2.5390054 -45.8072612 C 0.0000494 23916. 484378069. 20.8039572 0.0010272 -0.0016391 2.5682752 -47.1459774 C 0.0000506 24250. 479009689. 20.7031282 0.0010481 -0.0016857 2.5964512 -48.4875762 C 0.0000519 24582. 473863896. 20.6076777 0.0010690 -0.0017322 2.6237115 -49.8283935 C 0.0000531 24912. 468929959. 20.5176926 0.0010900 -0.0017787 2.6500835 -51.1677110 C 0.0000544 25240. 464192934. 20.4328069 0.0011110 -0.0018252 2.6755607 -52.5055113 C 0.0000556 25567. 459639210. 20.3526878 0.0011321 -0.0018716 2.7001365 -53.8417766 C 0.0000569 25893. 455256367. 20.2770319 0.0011533 -0.0019180 2.7238042 -55.1764891 C 0.0000581 26215. 451018193. 20.2039247 0.0011744 -0.0019644 2.7464552 -56.5123906 C 0.0000594 26536. 446921862. 20.1338764 0.0011954 -0.0020108 2.7681361 -57.8483252 C 0.0000606 26855. 442966846. 20.0676389 0.0012166 -0.0020571 2.7889027 -59.1826385 C 0.0000619 27172. 439144257. 20.0049928 0.0012378 -0.0021034 2.8087476 -60.0000000 CY 0.0000631 27488. 435445900. 19.9457365 0.0012591 -0.0021497 2.8276637 -60.0000000 CY 0.0000644 27801. 431864212. 19.8896842 0.0012804 -0.0021959 2.8456434 -60.0000000 CY 0.0000656 28113. 428392198. 19.8366646 0.0013018 -0.0022420 2.8626791 -60.0000000 CY 0.0000669 28423. 425023379. 19.7865197 0.0013232 -0.0022880 2.8787630 -60.0000000 CY 0.0000681 28732. 421751744. 19.7391032 0.0013447 -0.0023340 2.8938873 -60.0000000 CY 0.0000694 29038. 418567670. 19.6936335 0.0013662 -0.0023800 2.9080149 -60.0000000 CY 0.0000706 29342. 415463447. 19.6495225 0.0013877 -0.0024260 2.9211232 -60.0000000 CY 0.0000719 29644. 412441792. 19.6078396 0.0014093 -0.0024719 2.9332595 -60.0000000 CY 0.0000731 29945. 409498134. 19.5684735 0.0014309 -0.0025178 2.9444152 -60.0000000 CY 0.0000744 30243. 406628202. 19.5313209 0.0014526 -0.0025636 2.9545813 -60.0000000 CY 0.0000794 31417. 395809412. 19.4030173 0.0015401 -0.0027461 2.9851644 -60.0000000 CY 0.0000844 32508. 385285199. 19.2937160 0.0016279 -0.0029283 2.9990912 -60.0000000 CY 0.0000894 33321. 372827718. 19.1626382 0.0017127 -0.0031136 2.9986066 -60.0000000 CY 0.0000944 33934. 359563532. 19.0181461 0.0017948 -0.0033014 2.9996717 -60.0000000 CY 0.0000994 34523. 347403069. 18.8989124 0.0018781 -0.0034882 2.9993686 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0001044 34957. 334919853. 18.7714514 0.0019593 -0.0036770 2.9981428 -60.0000000 CY 0.0001094 35273. 322495670. 18.6411928 0.0020389 -0.0038674 2.9984067 -60.0000000 CY 0.0001144 35572. 311015721. 18.5231079 0.0021186 -0.0040577 2.9982049 60.0000000 CY 0.0001194 35860. 300398629. 18.4208174 0.0021990 -0.0042473 2.9975201 60.0000000 CY 0.0001244 36137. 290551346. 18.3327096 0.0022801 -0.0044361 2.9982285 60.0000000 CY 0.0001294 36404. 281379986. 18.2565537 0.0023619 -0.0046243 2.9999699 60.0000000 CY 0.0001344 36622. 272538307. 18.1806549 0.0024430 -0.0048132 2.9992973 60.0000000 CY 0.0001394 36764. 263780098. 18.0949735 0.0025220 -0.0050043 2.9969187 60.0000000 CY 0.0001444 36869. 255369333. 18.0043128 0.0025994 -0.0051969 2.9999146 60.0000000 CY 0.0001494 36969. 247488103. 17.9226997 0.0026772 -0.0053890 2.9976931 60.0000000 CY 0.0001544 37065. 240096068. 17.8489788 0.0027554 -0.0055808 2.9999861 60.0000000 CY 0.0001594 37157. 233141760. 17.7829532 0.0028342 -0.0057721 2.9974841 60.0000000 CY 0.0001644 37246. 226594307. 17.7230952 0.0029132 -0.0059630 2.9999388 60.0000000 CY 0.0001694 37332. 220412361. 17.6694206 0.0029928 -0.0061535 2.9961567 60.0000000 CY 0.0001744 37416. 214571170. 17.6207445 0.0030726 -0.0063436 2.9995294 60.0000000 CY 0.0001794 37497. 209040264. 17.5768919 0.0031529 -0.0065334 2.9962762 60.0000000 CY 0.0001844 37574. 203793676. 17.5361762 0.0032332 -0.0067230 2.9979109 60.0000000 CY 0.0001894 37650. 198811110. 17.4968040 0.0033135 -0.0069128 2.9999379 60.0000000 CY 0.0001944 37723. 194071834. 17.4615404 0.0033941 -0.0071022 2.9940496 60.0000000 CY 0.0001994 37794. 189561900. 17.4294744 0.0034750 -0.0072912 2.9979549 60.0000000 CY 0.0002044 37860. 185246530. 17.3986496 0.0035558 -0.0074804 2.9999079 60.0000000 CY 0.0002094 37922. 181119628. 17.3703234 0.0036369 -0.0076693 2.9948572 60.0000000 CY 0.0002144 37960. 177071705. 17.3347030 0.0037161 -0.0078601 2.9960816 60.0000000 CY 0.0002194 37997. 173204506. 17.3015962 0.0037955 -0.0080507 2.9990165 60.0000000 CY 0.0002244 37997. 169344796. 17.3096771 0.0038839 -0.0082324 2.9981734 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 963.3384668 1541341547. 175.8765446 0.0001099 0.0000762 0.3895804 3.1828686 0.000001250 1926.5840807 1541267265. 101.4891391 0.0001269 0.0000594 0.4467208 3.6691938 0.000001875 2889.6818167 1541163636. 76.7159529 0.0001438 0.0000426 0.5033710 4.1567487 0.000002500 3852.5576980 1541023079. 64.3463247 0.0001609 0.0000259 0.5595262 4.6455335 0.000003125 4815.1377200 1540844070. 56.9381233 0.0001779 0.000009182 0.6151815 5.1355487 0.000003750 5777.3272555 1540620601. 52.0106145 0.0001950 -0.000007460 0.6703320 5.6267918 0.000004375 6738.1979331 1540159528. 48.4997225 0.0002122 -0.0000241 0.7249598 6.1191460 0.000005000 7695.8911866 1539178237. 45.8723705 0.0002294 -0.0000406 0.7790315 6.6123437 0.000005625 8649.0979803 1537617419. 43.8327276 0.0002466 -0.0000572 0.8325205 7.1061699 0.000006250 9597.0406014 1535526496. 42.2036849 0.0002638 -0.0000737 0.8854090 7.6004804 0.000006875 10539. 1532982643. 40.8727800 0.0002810 -0.0000902 0.9376850 8.0951793 0.000007500 11475. 1530059238. 39.7651654 0.0002982 -0.0001068 0.9893400 8.5901985 0.000008125 11475. 1412362373. 37.0082908 0.0003007 -0.0001381 0.9962046 8.6564598 C 0.000008750 11475. 1311479347. 35.9128686 0.0003142 -0.0001583 1.0361571 9.0443779 C 0.000009375 11475. 1224047390. 34.9343748 0.0003275 -0.0001787 1.0749039 9.4243769 C 0.0000100 11475. 1147544428. 34.0546590 0.0003405 -0.0001995 1.1125790 9.7975509 C 0.0000106 11475. 1080041815. 33.2601855 0.0003534 -0.0002204 1.1493224 10.1651009 C 0.0000113 11752. 1044607879. 32.5364793 0.0003660 -0.0002415 1.1851420 10.5269387 C 0.0000119 12054. 1015059577. 31.8745089 0.0003785 -0.0002627 1.2201263 10.8838028 C 0.0000125 12344. 987542763. 31.2664668 0.0003908 -0.0002842 1.2543405 11.2362192 C 0.0000131 12624. 961858976. 30.7053858 0.0004030 -0.0003057 1.2878240 11.5844687 C 0.0000138 12895. 937842970. 30.1856488 0.0004151 -0.0003274 1.3206181 11.9288649 C 0.0000144 13158. 915355243. 29.7027017 0.0004270 -0.0003493 1.3527663 12.2697575 C

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0000150 13414. 894276418. 29.2528384 0.0004388 -0.0003712 1.3843143 12.6075347 C 0.0000156 13664. 874502971. 28.8330386 0.0004505 -0.0003932 1.4153101 12.9426269 C 0.0000163 13908. 855849175. 28.4387601 0.0004621 -0.0004154 1.4457148 13.2745282 C 0.0000169 14146. 838252139. 28.0680524 0.0004736 -0.0004376 1.4755760 13.6036719 C 0.0000175 14380. 821705659. 27.7205922 0.0004851 -0.0004599 1.5050010 13.9311756 C 0.0000181 14609. 806027083. 27.3921021 0.0004965 -0.0004823 1.5339068 14.2560549 C 0.0000188 14835. 791193406. 27.0818961 0.0005078 -0.0005047 1.5623581 14.5789685 C 0.0000194 15058. 777183782. 26.7896946 0.0005191 -0.0005272 1.5904327 -15.1370841 C 0.0000200 15277. 763831493. 26.5112431 0.0005302 -0.0005498 1.6180054 -15.7868790 C 0.0000206 15494. 751214707. 26.2489363 0.0005414 -0.0005724 1.6452686 -16.4371112 C 0.0000213 15707. 739147967. 25.9978123 0.0005525 -0.0005950 1.6720397 -17.0899607 C 0.0000219 15918. 727699451. 25.7601763 0.0005635 -0.0006177 1.6984979 -17.7433569 C 0.0000225 16127. 716767284. 25.5332535 0.0005745 -0.0006405 1.7245559 -18.3983771 C 0.0000231 16334. 706315801. 25.3163407 0.0005854 -0.0006633 1.7502266 -19.0549102 C 0.0000238 16539. 696395566. 25.1113629 0.0005964 -0.0006861 1.7756653 -19.7110862 C 0.0000244 16741. 686805638. 24.9120834 0.0006072 -0.0007090 1.8005699 -20.3706648 C 0.0000256 17142. 668955684. 24.5432942 0.0006289 -0.0007548 1.8496469 -21.6893707 C 0.0000269 17535. 652458305. 24.2018090 0.0006504 -0.0008008 1.8972797 -23.0135338 C 0.0000281 17923. 637264423. 23.8883364 0.0006719 -0.0008469 1.9437618 -24.3396069 C 0.0000294 18306. 623190169. 23.5985513 0.0006932 -0.0008930 1.9890558 -25.6682278 C 0.0000306 18684. 610101463. 23.3292359 0.0007145 -0.0009393 2.0331538 -26.9996787 C 0.0000319 19059. 597918465. 23.0794880 0.0007357 -0.0009856 2.0761673 -28.3325670 C 0.0000331 19429. 586540463. 22.8468747 0.0007568 -0.0010319 2.1180891 -29.6671022 C 0.0000344 19795. 575865409. 22.6287885 0.0007779 -0.0010784 2.1588777 -31.0040201 C 0.0000356 20160. 565894236. 22.4273202 0.0007990 -0.0011248 2.1987894 -32.3395809 C 0.0000369 20519. 556453873. 22.2352875 0.0008199 -0.0011713 2.2374427 -33.6796584 C 0.0000381 20877. 547581383. 22.0565526 0.0008409 -0.0012178 2.2751890 -35.0189551 C 0.0000394 21232. 539231615. 21.8903670 0.0008619 -0.0012643 2.3120604 -36.3568809 C 0.0000406 21583. 531282833. 21.7310405 0.0008828 -0.0013109 2.3477350 -37.6987743 C 0.0000419 21932. 523760660. 21.5817191 0.0009037 -0.0013575 2.3824943 -39.0400685 C 0.0000431 22280. 516637746. 21.4421685 0.0009247 -0.0014041 2.4163797 -40.3799691 C 0.0000444 22626. 509870970. 21.3109268 0.0009457 -0.0014506 2.4493402 -41.7192948 C 0.0000456 22967. 503388658. 21.1842407 0.0009665 -0.0014972 2.4811590 -43.0621076 C 0.0000469 23307. 497218394. 21.0653604 0.0009874 -0.0015438 2.5121038 -44.4034943 C 0.0000481 23646. 491335501. 20.9536883 0.0010084 -0.0015904 2.5421686 -45.7434399 C 0.0000494 23982. 485717796. 20.8486876 0.0010294 -0.0016368 2.5713470 -47.0819291 C 0.0000506 24317. 480328973. 20.7484566 0.0010504 -0.0016834 2.5995366 -48.4210283 C 0.0000519 24648. 475146225. 20.6520807 0.0010713 -0.0017299 2.6267019 -49.7615947 C 0.0000531 24978. 470177017. 20.5612165 0.0010923 -0.0017764 2.6529780 -51.1006570 C 0.0000544 25306. 465406284. 20.4754947 0.0011134 -0.0018229 2.6783583 -52.4381979 C 0.0000556 25633. 460820310. 20.3945798 0.0011344 -0.0018693 2.7028363 -53.7741996 C 0.0000569 25958. 456406577. 20.3181658 0.0011556 -0.0019157 2.7264053 -55.1086439 C 0.0000581 26281. 452152295. 20.2458248 0.0011768 -0.0019620 2.7490491 -56.4417626 C 0.0000594 26602. 448027214. 20.1750673 0.0011979 -0.0020084 2.7706268 -57.7773996 C 0.0000606 26920. 444044574. 20.1081527 0.0012191 -0.0020547 2.7912889 -59.1114101 C 0.0000619 27237. 440195415. 20.0448598 0.0012403 -0.0021010 2.8110284 -60.0000000 CY 0.0000631 27552. 436471479. 19.9849852 0.0012616 -0.0021472 2.8298379 -60.0000000 CY 0.0000644 27866. 432865143. 19.9283416 0.0012829 -0.0021934 2.8477097 -60.0000000 CY 0.0000656 28177. 429369358. 19.8747563 0.0013043 -0.0022395 2.8646364 -60.0000000 CY 0.0000669 28487. 425977593. 19.8240697 0.0013257 -0.0022855 2.8806101 -60.0000000 CY 0.0000681 28795. 422683791. 19.7761345 0.0013472 -0.0023315 2.8956228 -60.0000000 CY 0.0000694 29102. 419482323. 19.7308140 0.0013688 -0.0023774 2.9096664 -60.0000000 CY 0.0000706 29406. 416362432. 19.6870705 0.0013904 -0.0024234 2.9226946 -60.0000000 CY 0.0000719 29707. 413320451. 19.6449191 0.0014120 -0.0024693 2.9347116 -60.0000000 CY 0.0000731 30007. 410357092. 19.6051040 0.0014336 -0.0025151 2.9457463 -60.0000000 CY 0.0000744 30305. 407468049. 19.5675210 0.0014553 -0.0025609 2.9557899 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0000794 31478. 396578133. 19.4376661 0.0015429 -0.0027434 2.9858663 -60.0000000 CY 0.0000844 32571. 386028722. 19.3276622 0.0016308 -0.0029255 2.9992651 -60.0000000 CY 0.0000894 33390. 373595270. 19.1971654 0.0017157 -0.0031105 2.9983364 -60.0000000 CY 0.0000944 34002. 360283496. 19.0528686 0.0017981 -0.0032981 2.9997855 -60.0000000 CY 0.0000994 34590. 348072148. 18.9326408 0.0018814 -0.0034848 2.9986724 -60.0000000 CY 0.0001044 35029. 335606936. 18.8056384 0.0019628 -0.0036734 2.9984546 -60.0000000 CY 0.0001094 35344. 323148688. 18.6745816 0.0020425 -0.0038637 2.9987008 -60.0000000 CY 0.0001144 35644. 311640062. 18.5576183 0.0021225 -0.0040537 2.9985420 60.0000000 CY 0.0001194 35930. 300988395. 18.4545067 0.0022030 -0.0042432 2.9979266 60.0000000 CY 0.0001244 36207. 291109546. 18.3656532 0.0022842 -0.0044320 2.9973774 60.0000000 CY 0.0001294 36473. 281918859. 18.2890372 0.0023661 -0.0046201 2.9999989 60.0000000 CY 0.0001344 36694. 273074678. 18.2133786 0.0024474 -0.0048088 2.9995227 60.0000000 CY 0.0001394 36838. 264310707. 18.1277723 0.0025266 -0.0049997 2.9974333 60.0000000 CY 0.0001444 36944. 255886521. 18.0388476 0.0026044 -0.0051919 2.9999843 60.0000000 CY 0.0001494 37043. 247983526. 17.9565880 0.0026823 -0.0053840 2.9981799 60.0000000 CY 0.0001544 37138. 240571861. 17.8822106 0.0027606 -0.0055757 2.9996648 60.0000000 CY 0.0001594 37230. 233599091. 17.8155873 0.0028394 -0.0057669 2.9980069 60.0000000 CY 0.0001644 37319. 227034964. 17.7551144 0.0029185 -0.0059578 2.9999950 60.0000000 CY 0.0001694 37404. 220836551. 17.7009496 0.0029981 -0.0061482 2.9968267 60.0000000 CY 0.0001744 37487. 214980849. 17.6517172 0.0030780 -0.0063382 2.9997451 60.0000000 CY 0.0001794 37567. 209435355. 17.6074441 0.0031583 -0.0065279 2.9951378 60.0000000 CY 0.0001844 37645. 204178027. 17.5673977 0.0032390 -0.0067173 2.9984316 60.0000000 CY 0.0001894 37721. 199185846. 17.5291688 0.0033196 -0.0069067 2.9999981 60.0000000 CY 0.0001944 37793. 194434177. 17.4935544 0.0034003 -0.0070959 2.9944767 60.0000000 CY 0.0001994 37864. 189913674. 17.4610518 0.0034813 -0.0072850 2.9985141 60.0000000 CY 0.0002044 37930. 185589913. 17.4299625 0.0035622 -0.0074740 2.9999921 60.0000000 CY 0.0002094 37993. 181460255. 17.4020494 0.0036436 -0.0076627 2.9934774 60.0000000 CY 0.0002144 38032. 177409217. 17.3665198 0.0037229 -0.0078533 2.9969347 60.0000000 CY 0.0002194 38069. 173533146. 17.3329746 0.0038024 -0.0080438 2.9994210 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 962.1442255 1539430761. 179.1643801 0.0001120 0.0000782 0.3966161 3.2424606 0.000001250 1924.1950877 1539356070. 103.1331191 0.0001289 0.0000614 0.4536793 3.7287881 0.000001875 2886.0978911 1539252209. 77.8120087 0.0001459 0.0000446 0.5102522 4.2163467 0.000002500 3847.7785685 1539111427. 65.1684392 0.0001629 0.0000279 0.5663301 4.7051368 0.000003125 4809.1630246 1538932168. 57.5958896 0.0001800 0.0000112 0.6219082 5.1951588 0.000003750 5770.1703505 1538712093. 52.5588458 0.0001971 -0.000005404 0.6769815 5.6864120 0.000004375 6730.0711307 1538301973. 48.9699613 0.0002142 -0.0000220 0.7315354 6.1788076 0.000005000 7687.0442719 1537408854. 46.2843978 0.0002314 -0.0000386 0.7855373 6.6720877 0.000005625 8639.7065134 1535947825. 44.1996839 0.0002486 -0.0000551 0.8389599 7.1660297 0.000006250 9587.2203991 1533955264. 42.5347243 0.0002658 -0.0000717 0.8917843 7.6604813 0.000006875 10529. 1531503528. 41.1745337 0.0002831 -0.0000882 0.9439979 8.1553414 0.000007500 11465. 1528664464. 40.0425892 0.0003003 -0.0001047 0.9955916 8.6505382 0.000008125 11465. 1411074890. 37.3492154 0.0003035 -0.0001353 1.0045110 8.7367902 C 0.000008750 11465. 1310283826. 36.2398700 0.0003171 -0.0001554 1.0446508 9.1273544 C 0.000009375 11465. 1222931571. 35.2501432 0.0003305 -0.0001758 1.0836041 9.5102264 C 0.0000100 11465. 1146498348. 34.3601233 0.0003436 -0.0001964 1.1214677 9.8861358 C 0.0000106 11551. 1087165047. 33.5540440 0.0003565 -0.0002172 1.1583186 10.2556459 C 0.0000113 11872. 1055295039. 32.8217112 0.0003692 -0.0002383 1.1942974 10.6199958 C 0.0000119 12180. 1025656787. 32.1526171 0.0003818 -0.0002594 1.2294573 10.9795762 C

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0000125 12474. 997934525. 31.5366246 0.0003942 -0.0002808 1.2637893 11.3341513 C 0.0000131 12758. 972038342. 30.9681919 0.0004065 -0.0003023 1.2973818 11.6844993 C 0.0000138 13033. 947828796. 30.4420210 0.0004186 -0.0003239 1.3302915 12.0310934 C 0.0000144 13299. 925163583. 29.9534529 0.0004306 -0.0003457 1.3625621 12.3742895 C 0.0000150 13558. 903844664. 29.4971923 0.0004425 -0.0003675 1.3941789 12.7138287 C 0.0000156 13809. 883796602. 29.0705186 0.0004542 -0.0003895 1.4252000 13.0502349 C 0.0000163 14055. 864951721. 28.6712717 0.0004659 -0.0004116 1.4556876 13.3840993 C 0.0000169 14297. 847232908. 28.2974057 0.0004775 -0.0004337 1.4856926 13.7159117 C 0.0000175 14533. 830432692. 27.9440313 0.0004890 -0.0004560 1.5151223 14.0445710 C 0.0000181 14764. 814564439. 27.6111299 0.0005005 -0.0004783 1.5440824 14.3711814 C 0.0000188 14992. 799599729. 27.2981464 0.0005118 -0.0005007 1.5726492 14.6965547 C 0.0000194 15216. 785325475. 26.9998052 0.0005231 -0.0005231 1.6006632 -15.0190283 C 0.0000200 15438. 771885246. 26.7199097 0.0005344 -0.0005456 1.6283897 -15.6658523 C 0.0000206 15655. 759006801. 26.4514740 0.0005456 -0.0005682 1.6555596 -16.3159683 C 0.0000213 15871. 746863616. 26.1994371 0.0005567 -0.0005908 1.6824892 -16.9657093 C 0.0000219 16082. 735186721. 25.9564754 0.0005678 -0.0006135 1.7088655 -17.6188297 C 0.0000225 16293. 724129999. 25.7273419 0.0005789 -0.0006361 1.7349929 -18.2717343 C 0.0000231 16500. 713530046. 25.5074046 0.0005899 -0.0006589 1.7606791 -18.9267780 C 0.0000238 16706. 703405314. 25.2975963 0.0006008 -0.0006817 1.7860216 -19.5828180 C 0.0000244 16911. 693772218. 25.0987533 0.0006118 -0.0007045 1.8111139 -20.2387125 C 0.0000256 17312. 675576243. 24.7219914 0.0006335 -0.0007502 1.8600382 -21.5565763 C 0.0000269 17707. 658859924. 24.3767218 0.0006551 -0.0007961 1.9077227 -22.8772112 C 0.0000281 18097. 643459780. 24.0599074 0.0006767 -0.0008421 1.9542522 -24.1996692 C 0.0000294 18480. 629120493. 23.7640712 0.0006981 -0.0008882 1.9993961 -25.5272258 C 0.0000306 18861. 615876572. 23.4931266 0.0007195 -0.0009343 2.0435911 -26.8541231 C 0.0000319 19235. 603448470. 23.2374563 0.0007407 -0.0009806 2.0864017 -28.1865454 C 0.0000331 19607. 591906593. 23.0024172 0.0007620 -0.0010268 2.1283199 -29.5176841 C 0.0000344 19974. 581049911. 22.7806803 0.0007831 -0.0010732 2.1690016 -30.8526032 C 0.0000356 20338. 570878215. 22.5742957 0.0008042 -0.0011195 2.2086973 -32.1877369 C 0.0000369 20699. 561335828. 22.3823160 0.0008253 -0.0011659 2.2474495 -33.5224295 C 0.0000381 21056. 552285834. 22.1991854 0.0008463 -0.0012124 2.2849732 -34.8612568 C 0.0000394 21411. 543769687. 22.0288895 0.0008674 -0.0012589 2.3216203 -36.1987054 C 0.0000406 21764. 535737676. 21.8702543 0.0008885 -0.0013053 2.3573850 -37.5347628 C 0.0000419 22113. 528066510. 21.7172188 0.0009094 -0.0013518 2.3919132 -38.8755214 C 0.0000431 22460. 520802982. 21.5741680 0.0009304 -0.0013984 2.4255652 -40.2148873 C 0.0000444 22805. 513912350. 21.4402765 0.0009514 -0.0014448 2.4583355 -41.5528378 C 0.0000456 23148. 507356253. 21.3142650 0.0009725 -0.0014913 2.4901809 -42.8900692 C 0.0000469 23487. 501065288. 21.1923589 0.0009934 -0.0015379 2.5208818 -44.2308557 C 0.0000481 23825. 495067812. 21.0778250 0.0010144 -0.0015844 2.5507004 -45.5701916 C 0.0000494 24161. 489341172. 20.9701143 0.0010354 -0.0016309 2.5796306 -46.9080612 C 0.0000506 24496. 483864945. 20.8687320 0.0010565 -0.0016773 2.6076660 -48.2444489 C 0.0000519 24828. 478613964. 20.7726346 0.0010776 -0.0017237 2.6347605 -49.5802364 C 0.0000531 25157. 473549285. 20.6793860 0.0010986 -0.0017702 2.6607759 -50.9186021 C 0.0000544 25485. 468687314. 20.5913967 0.0011197 -0.0018166 2.6858930 -52.2554349 C 0.0000556 25811. 464014044. 20.5083235 0.0011408 -0.0018630 2.7101053 -53.5907167 C 0.0000569 26135. 459516693. 20.4298534 0.0011619 -0.0019093 2.7334058 -54.9244292 C 0.0000581 26458. 455183573. 20.3557006 0.0011832 -0.0019556 2.7557877 -56.2565533 C 0.0000594 26778. 451003973. 20.2856038 0.0012045 -0.0020018 2.7772439 -57.5870696 C 0.0000606 27097. 446958171. 20.2181767 0.0012257 -0.0020480 2.7977009 -58.9179743 C 0.0000619 27413. 443037084. 20.1531300 0.0012470 -0.0020943 2.8171536 -60.0000000 CY 0.0000631 27727. 439243901. 20.0915791 0.0012683 -0.0021405 2.8356730 -60.0000000 CY 0.0000644 28040. 435570836. 20.0333325 0.0012896 -0.0021866 2.8532516 -60.0000000 CY 0.0000656 28351. 432010692. 19.9782133 0.0013111 -0.0022327 2.8698817 -60.0000000 CY 0.0000669 28660. 428556803. 19.9260585 0.0013326 -0.0022787 2.8855553 -60.0000000 CY 0.0000681 28967. 425202981. 19.8767172 0.0013541 -0.0023246 2.9002645 -60.0000000 CY 0.0000694 29272. 421943481. 19.8300497 0.0013757 -0.0023705 2.9140009 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0000706 29576. 418772952. 19.7859267 0.0013974 -0.0024164 2.9267563 -60.0000000 CY 0.0000719 29877. 415686412. 19.7442280 0.0014191 -0.0024621 2.9385219 -60.0000000 CY 0.0000731 30177. 412677985. 19.7046255 0.0014409 -0.0025078 2.9492814 -60.0000000 CY 0.0000744 30474. 409737188. 19.6658765 0.0014626 -0.0025536 2.9589915 -60.0000000 CY 0.0000794 31643. 398654615. 19.5318210 0.0015503 -0.0027359 2.9876876 -60.0000000 CY 0.0000844 32741. 388037085. 19.4199357 0.0016386 -0.0029177 2.9996445 -60.0000000 CY 0.0000894 33573. 375638291. 19.2896326 0.0017240 -0.0031022 2.9989744 -60.0000000 CY 0.0000944 34185. 362228373. 19.1473346 0.0018070 -0.0032892 2.9999730 -60.0000000 CY 0.0000994 34769. 349879432. 19.0244073 0.0018906 -0.0034757 2.9983636 -60.0000000 CY 0.0001044 35221. 337445903. 18.8982685 0.0019725 -0.0036637 2.9991555 -60.0000000 CY 0.0001094 35537. 324913328. 18.7654848 0.0020525 -0.0038538 2.9993496 -60.0000000 CY 0.0001144 35836. 313321516. 18.6503507 0.0021331 -0.0040431 2.9992744 60.0000000 CY 0.0001194 36121. 302581690. 18.5462783 0.0022140 -0.0042323 2.9988495 60.0000000 CY 0.0001244 36394. 292617542. 18.4553975 0.0022954 -0.0044209 2.9978849 60.0000000 CY 0.0001294 36659. 283351254. 18.3770034 0.0023775 -0.0046087 2.9978377 60.0000000 CY 0.0001344 36889. 274524014. 18.3025865 0.0024594 -0.0047968 2.9999165 60.0000000 CY 0.0001394 37038. 265744880. 18.2172115 0.0025390 -0.0049872 2.9985979 60.0000000 CY 0.0001444 37144. 257271515. 18.1301487 0.0026175 -0.0051787 2.9980370 60.0000000 CY 0.0001494 37243. 249322256. 18.0490752 0.0026961 -0.0053702 2.9992152 60.0000000 CY 0.0001544 37336. 241855495. 17.9731048 0.0027746 -0.0055617 2.9967502 60.0000000 CY 0.0001594 37427. 234834887. 17.9046600 0.0028536 -0.0057527 2.9991243 60.0000000 CY 0.0001644 37514. 228223166. 17.8427698 0.0029329 -0.0059433 2.9974471 60.0000000 CY 0.0001694 37598. 221982811. 17.7870107 0.0030127 -0.0061336 2.9983291 60.0000000 CY 0.0001744 37680. 216087782. 17.7362754 0.0030928 -0.0063235 2.9999999 60.0000000 CY 0.0001794 37759. 210503024. 17.6908404 0.0031733 -0.0065130 2.9961533 60.0000000 CY 0.0001844 37836. 205211307. 17.6494140 0.0032541 -0.0067021 2.9994445 60.0000000 CY 0.0001894 37910. 200186869. 17.6119962 0.0033353 -0.0068910 2.9970127 60.0000000 CY 0.0001944 37983. 195409174. 17.5782838 0.0034168 -0.0070795 2.9967673 60.0000000 CY 0.0001994 38053. 190863212. 17.5473102 0.0034985 -0.0072678 2.9995874 60.0000000 CY 0.0002044 38119. 186515293. 17.5158762 0.0035798 -0.0074564 2.9969040 60.0000000 CY 0.0002094 38181. 182359333. 17.4868343 0.0036613 -0.0076449 2.9954083 60.0000000 CY 0.0002144 38228. 178321180. 17.4535714 0.0037416 -0.0078346 2.9987342 60.0000000 CY 0.0002194 38264. 174421060. 17.4188434 0.0038213 -0.0080250 2.9999833 60.0000000 CY



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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0000100 11456. 1145550117. 34.6294227 0.0003463 -0.0001937 1.1292866 9.9642324 C 0.0000106 11653. 1096709910. 33.8154909 0.0003593 -0.0002145 1.1663042 10.3362044 C 0.0000113 11978. 1064669942. 33.0743473 0.0003721 -0.0002354 1.2023873 10.7024182 C 0.0000119 12288. 1034816661. 32.3967271 0.0003847 -0.0002565 1.2376274 11.0636417 C 0.0000125 12587. 1006967641. 31.7743312 0.0003972 -0.0002778 1.2720818 11.4203201 C 0.0000131 12875. 980929864. 31.1999591 0.0004095 -0.0002993 1.3057886 11.7727157 C 0.0000138 13152. 956542930. 30.6678026 0.0004217 -0.0003208 1.3387875 12.1211237 C 0.0000144 13422. 933671519. 30.1731460 0.0004337 -0.0003425 1.3711205 12.4658740 C 0.0000150 13683. 912199907. 29.7121449 0.0004457 -0.0003643 1.4028316 12.8073330 C 0.0000156 13938. 892027802. 29.2816581 0.0004575 -0.0003862 1.4339671 13.1459076 C 0.0000163 14187. 873067136. 28.8791200 0.0004693 -0.0004082 1.4645755 13.4820478 C 0.0000169 14429. 855081123. 28.4989295 0.0004809 -0.0004303 1.4945539 13.8145324 C 0.0000175 14667. 838133378. 28.1419117 0.0004925 -0.0004525 1.5240571 14.1449952 C 0.0000181 14902. 822175558. 27.8069459 0.0005040 -0.0004747 1.5531496 14.4741072 C 0.0000188 15130. 806938936. 27.4876035 0.0005154 -0.0004971 1.5816348 14.7995720 C 0.0000194 15356. 792583630. 27.1876600 0.0005268 -0.0005195 1.6097786 15.1243603 C 0.0000200 15578. 778908846. 26.9023022 0.0005380 -0.0005420 1.6374343 -15.5600646 C 0.0000206 15798. 765953045. 26.6325692 0.0005493 -0.0005645 1.6647278 -16.2076507 C 0.0000213 16014. 753590231. 26.3753772 0.0005605 -0.0005870 1.6915738 -16.8572863 C 0.0000219 16228. 741860995. 26.1320045 0.0005716 -0.0006096 1.7181010 -17.5074783 C 0.0000225 16439. 730604721. 25.8981691 0.0005827 -0.0006323 1.7441436 -18.1602696 C 0.0000231 16649. 719936775. 25.6775231 0.0005938 -0.0006550 1.7699489 -18.8126923 C 0.0000238 16854. 709653592. 25.4641375 0.0006048 -0.0006777 1.7952456 -19.4681128 C 0.0000244 17059. 699856539. 25.2615014 0.0006157 -0.0007005 1.8202687 -20.1236699 C 0.0000256 17462. 681459052. 24.8811475 0.0006376 -0.0007462 1.8692534 -21.4383036 C 0.0000269 17860. 664565571. 24.5331655 0.0006593 -0.0007919 1.9170210 -22.7552828 C 0.0000281 18250. 648890355. 24.2097539 0.0006809 -0.0008379 1.9633715 -24.0774506 C 0.0000294 18636. 634405720. 23.9121290 0.0007024 -0.0008838 2.0086005 -25.4010988 C 0.0000306 19016. 620926506. 23.6354996 0.0007238 -0.0009299 2.0526120 -26.7276780 C 0.0000319 19392. 608376539. 23.3787748 0.0007452 -0.0009761 2.0955092 -28.0559137 C 0.0000331 19763. 596630704. 23.1387668 0.0007665 -0.0010223 2.1372391 -29.3867033 C 0.0000344 20132. 585669668. 22.9165792 0.0007878 -0.0010685 2.1780077 -30.7171288 C 0.0000356 20496. 575319180. 22.7057980 0.0008089 -0.0011149 2.2175098 -32.0518786 C 0.0000369 20857. 565625935. 22.5105990 0.0008301 -0.0011612 2.2561265 -33.3852469 C 0.0000381 21216. 556477305. 22.3268192 0.0008512 -0.0012075 2.2936721 -34.7201418 C 0.0000394 21570. 547812827. 22.1528477 0.0008723 -0.0012540 2.3301184 -36.0571607 C 0.0000406 21923. 539641474. 21.9907688 0.0008934 -0.0013004 2.3656808 -37.3927816 C 0.0000419 22273. 531902328. 21.8384899 0.0009145 -0.0013468 2.4002818 -38.7282525 C 0.0000431 22620. 524513420. 21.6923088 0.0009355 -0.0013933 2.4337245 -40.0671374 C 0.0000444 22964. 517504344. 21.5554695 0.0009565 -0.0014397 2.4662840 -41.4045988 C 0.0000456 23307. 510843488. 21.4272149 0.0009776 -0.0014861 2.4979539 -42.7406225 C 0.0000469 23648. 504491578. 21.3060453 0.0009987 -0.0015325 2.5286720 -44.0763132 C 0.0000481 23985. 498391943. 21.1889524 0.0010197 -0.0015790 2.5582700 -45.4150994 C 0.0000494 24321. 492568178. 21.0788184 0.0010408 -0.0016255 2.5869776 -46.7524105 C 0.0000506 24654. 486999486. 20.9751387 0.0010619 -0.0016719 2.6147885 -48.0882305 C 0.0000519 24986. 481667066. 20.8774578 0.0010830 -0.0017182 2.6416961 -49.4225430 C 0.0000531 25317. 476552056. 20.7851968 0.0011042 -0.0017645 2.6676831 -50.7555873 C 0.0000544 25644. 471608732. 20.6951803 0.0011253 -0.0018109 2.6925641 -52.0917812 C 0.0000556 25969. 466857623. 20.6101775 0.0011464 -0.0018573 2.7165380 -53.4264135 C 0.0000569 26292. 462285712. 20.5298693 0.0011676 -0.0019036 2.7395977 -54.7594655 C 0.0000581 26614. 457881094. 20.4539641 0.0011889 -0.0019499 2.7617364 -56.0909179 C 0.0000594 26934. 453632861. 20.3821953 0.0012102 -0.0019961 2.7829469 -57.4207511 C 0.0000606 27253. 449530999. 20.3143185 0.0012316 -0.0020422 2.8032220 -58.7489448 C 0.0000619 27569. 445566294. 20.2501095 0.0012530 -0.0020883 2.8225543 -60.0000000 CY 0.0000631 27883. 441711383. 20.1870647 0.0012743 -0.0021344 2.8408136 -60.0000000 CY 0.0000644 28195. 437978807. 20.1273856 0.0012957 -0.0021805 2.8581289 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0000656 28505. 434361261. 20.0708960 0.0013172 -0.0022266 2.8744927 -60.0000000 CY 0.0000669 28813. 430851958. 20.0174295 0.0013387 -0.0022726 2.8898969 -60.0000000 CY 0.0000681 29120. 427444599. 19.9668321 0.0013602 -0.0023185 2.9043335 -60.0000000 CY 0.0000694 29424. 424133330. 19.9189615 0.0013819 -0.0023644 2.9177940 -60.0000000 CY 0.0000706 29727. 420912704. 19.8736855 0.0014036 -0.0024102 2.9302701 -60.0000000 CY 0.0000719 30028. 417777646. 19.8308818 0.0014253 -0.0024559 2.9417530 -60.0000000 CY 0.0000731 30327. 414723418. 19.7904366 0.0014472 -0.0025016 2.9522339 -60.0000000 CY 0.0000744 30624. 411745592. 19.7522442 0.0014691 -0.0025472 2.9617036 -60.0000000 CY 0.0000794 31790. 400500714. 19.6162308 0.0015570 -0.0027292 2.9892137 -60.0000000 CY 0.0000844 32891. 389815501. 19.5025760 0.0016455 -0.0029107 2.9998686 -60.0000000 CY 0.0000894 33733. 377435176. 19.3722430 0.0017314 -0.0030949 2.9994145 -60.0000000 CY 0.0000944 34347. 363941099. 19.2291040 0.0018147 -0.0032815 2.9994144 -60.0000000 CY 0.0000994 34929. 351486128. 19.1068187 0.0018987 -0.0034675 2.9989907 -60.0000000 CY 0.0001044 35392. 339081575. 18.9815126 0.0019812 -0.0036551 2.9996061 -60.0000000 CY 0.0001094 35709. 326483032. 18.8471977 0.0020614 -0.0038448 2.9997432 -60.0000000 CY 0.0001144 36005. 314801004. 18.7299113 0.0021422 -0.0040340 2.9997011 60.0000000 CY 0.0001194 36290. 303998439. 18.6288362 0.0022238 -0.0042224 2.9994492 60.0000000 CY 0.0001244 36561. 293958419. 18.5361366 0.0023054 -0.0044108 2.9987509 60.0000000 CY 0.0001294 36823. 284622613. 18.4560884 0.0023878 -0.0045985 2.9972764 60.0000000 CY 0.0001344 37059. 275790750. 18.3821170 0.0024701 -0.0047862 2.9995701 60.0000000 CY 0.0001394 37216. 267021005. 18.2977908 0.0025503 -0.0049760 2.9993478 60.0000000 CY 0.0001444 37320. 258492286. 18.2091275 0.0026289 -0.0051673 2.9963334 60.0000000 CY 0.0001494 37419. 250503497. 18.1293327 0.0027081 -0.0053582 2.9997658 60.0000000 CY 0.0001544 37513. 242997416. 18.0550816 0.0027873 -0.0055490 2.9965916 60.0000000 CY 0.0001594 37602. 235934088. 17.9850148 0.0028664 -0.0057399 2.9997436 60.0000000 CY 0.0001644 37688. 229279808. 17.9218734 0.0029459 -0.0059303 2.9954712 60.0000000 CY 0.0001694 37771. 223002396. 17.8646549 0.0030258 -0.0061204 2.9992746 60.0000000 CY 0.0001744 37852. 217069884. 17.8128435 0.0031061 -0.0063101 2.9972920 60.0000000 CY 0.0001794 37929. 211452754. 17.7660823 0.0031868 -0.0064995 2.9977236 60.0000000 CY 0.0001844 38005. 206130318. 17.7234293 0.0032678 -0.0066885 2.9999172 60.0000000 CY 0.0001894 38079. 201074753. 17.6851109 0.0033491 -0.0068771 2.9941366 60.0000000 CY 0.0001944 38150. 196270084. 17.6502568 0.0034308 -0.0070655 2.9982340 60.0000000 CY 0.0001994 38220. 191698687. 17.6184701 0.0035127 -0.0072536 2.9999722 60.0000000 CY 0.0002044 38286. 187332870. 17.5895453 0.0035949 -0.0074414 2.9937767 60.0000000 CY 0.0002094 38349. 183157217. 17.5622183 0.0036771 -0.0076292 2.9973963 60.0000000 CY 0.0002144 38401. 179132246. 17.5323759 0.0037585 -0.0078177 2.9996879 60.0000000 CY 0.0002194 38436. 175209107. 17.4968795 0.0038384 -0.0080079 2.9972451 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 956.3968852 1530235016. 194.9872399 0.0001219 0.0000881 0.4303430 3.5292500 0.000001250 1912.6979468 1530158357. 111.0448505 0.0001388 0.0000713 0.4870346 4.0155883 0.000001875 2868.8500730 1530053372. 83.0868313 0.0001558 0.0000545 0.5432358 4.5031652 0.000002500 3824.7787580 1529911503. 69.1249080 0.0001728 0.0000378 0.5989417 4.9919808 0.000003125 4780.4094670 1529731029. 60.7614268 0.0001899 0.0000211 0.6541477 5.4820356 0.000003750 5735.6676274 1529511367. 55.1971704 0.0002070 0.000004489 0.7088487 5.9733298 0.000004375 6690.3914273 1529232326. 51.2323838 0.0002241 -0.0000121 0.7630388 6.4658525 0.000005000 7643.3937019 1528678740. 48.2661943 0.0002413 -0.0000287 0.8166963 6.9594482 0.000005625 8593.0307139 1527649905. 45.9642525 0.0002585 -0.0000452 0.8697912 7.4538749 0.000006250 9538.1725188 1526107603. 44.1262489 0.0002758 -0.0000617 0.9223002 7.9489451 0.000006875 10478. 1524088578. 42.6249963 0.0002930 -0.0000782 0.9742073 8.4445274

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.000007500 11412. 1521652678. 41.3758911 0.0003103 -0.0000947 1.0255011 8.9405313 0.000008125 12341. 1518859434. 40.3204650 0.0003276 -0.0001111 1.0761733 9.4368908 0.000008750 12341. 1410369474. 37.7771520 0.0003306 -0.0001419 1.0843342 9.5174398 C 0.000009375 12341. 1316344843. 36.7299080 0.0003443 -0.0001619 1.1241128 9.9125374 C 0.0000100 12341. 1234073290. 35.7886037 0.0003579 -0.0001821 1.1627566 10.3003950 C 0.0000106 12341. 1161480744. 34.9363324 0.0003712 -0.0002026 1.2003421 10.6815637 C 0.0000113 12419. 1103883512. 34.1602195 0.0003843 -0.0002232 1.2369519 11.0566840 C 0.0000119 12748. 1073514090. 33.4502245 0.0003972 -0.0002440 1.2726700 11.4264398 C 0.0000125 13064. 1045128193. 32.7988510 0.0004100 -0.0002650 1.3075958 11.7917085 C 0.0000131 13368. 1018507139. 32.1978953 0.0004226 -0.0002862 1.3417485 12.1525551 C 0.0000138 13660. 993488876. 31.6409749 0.0004351 -0.0003074 1.3751592 12.5091762 C 0.0000144 13943. 969947867. 31.1230465 0.0004474 -0.0003289 1.4078670 12.8618637 C 0.0000150 14217. 947776953. 30.6399865 0.0004596 -0.0003504 1.4399128 13.2109441 C 0.0000156 14483. 926883363. 30.1884118 0.0004717 -0.0003721 1.4713395 13.5567803 C 0.0000163 14742. 907185707. 29.7655437 0.0004837 -0.0003938 1.5021922 13.8997750 C 0.0000169 14995. 888611635. 29.3691030 0.0004956 -0.0004156 1.5325181 14.2403736 C 0.0000175 15242. 870981625. 28.9947924 0.0005074 -0.0004376 1.5622585 14.5778322 C 0.0000181 15484. 854271611. 28.6414669 0.0005191 -0.0004596 1.5914742 14.9127523 C 0.0000188 15722. 838497899. 28.3092529 0.0005308 -0.0004817 1.6202759 15.2463438 C 0.0000194 15954. 823426768. 27.9927123 0.0005424 -0.0005039 1.6485050 15.5766990 C 0.0000200 16183. 809156456. 27.6939062 0.0005539 -0.0005261 1.6763423 15.9058657 C 0.0000206 16408. 795552447. 27.4097108 0.0005653 -0.0005484 1.7037157 16.2329396 C 0.0000213 16630. 782605627. 27.1398340 0.0005767 -0.0005708 1.7306813 16.5585352 C 0.0000219 16849. 770252621. 26.8828428 0.0005881 -0.0005932 1.7572323 -17.0311653 C 0.0000225 17066. 758483499. 26.6385319 0.0005994 -0.0006156 1.7834187 -17.6771829 C 0.0000231 17279. 747199826. 26.4044456 0.0006106 -0.0006381 1.8091667 -18.3251998 C 0.0000238 17491. 736483245. 26.1830607 0.0006218 -0.0006607 1.8346600 -18.9729544 C 0.0000244 17699. 726114934. 25.9682088 0.0006330 -0.0006833 1.8596115 -19.6241161 C 0.0000256 18111. 706772075. 25.5693207 0.0006552 -0.0007285 1.9086687 -20.9269047 C 0.0000269 18514. 688911356. 25.2015762 0.0006773 -0.0007740 1.9563004 -22.2343402 C 0.0000281 18911. 672374639. 24.8615095 0.0006992 -0.0008195 2.0025709 -23.5458627 C 0.0000294 19302. 657099061. 24.5491523 0.0007211 -0.0008651 2.0477174 -24.8584345 C 0.0000306 19686. 642805658. 24.2561686 0.0007428 -0.0009109 2.0914393 -26.1764465 C 0.0000319 20067. 629546254. 23.9864585 0.0007646 -0.0009567 2.1341522 -27.4941860 C 0.0000331 20441. 617083007. 23.7323397 0.0007861 -0.0010026 2.1755330 -28.8165023 C 0.0000344 20813. 605474796. 23.4981438 0.0008077 -0.0010485 2.2159937 -30.1373816 C 0.0000356 21179. 594490731. 23.2752866 0.0008292 -0.0010946 2.2551041 -31.4635261 C 0.0000369 21542. 584199235. 23.0686426 0.0008507 -0.0011406 2.2932866 -32.7884889 C 0.0000381 21902. 574490888. 22.8744965 0.0008721 -0.0011867 2.3303949 -34.1146160 C 0.0000394 22258. 565286003. 22.6903676 0.0008934 -0.0012328 2.3663490 -35.4433802 C 0.0000406 22612. 556605213. 22.5187983 0.0009148 -0.0012789 2.4013929 -36.7706968 C 0.0000419 22963. 548371784. 22.3569540 0.0009362 -0.0013251 2.4354054 -38.0986427 C 0.0000431 23310. 540517572. 22.2022376 0.0009575 -0.0013713 2.4682729 -39.4294077 C 0.0000444 23655. 533067323. 22.0573806 0.0009788 -0.0014175 2.5002308 -40.7587019 C 0.0000456 23998. 525987406. 21.9215837 0.0010002 -0.0014636 2.5312728 -42.0865107 C 0.0000469 24338. 519208858. 21.7914732 0.0010215 -0.0015098 2.5612170 -43.4164348 C 0.0000481 24675. 512721845. 21.6674943 0.0010427 -0.0015560 2.5901320 -44.7472344 C 0.0000494 25010. 506528433. 21.5508545 0.0010641 -0.0016022 2.6181302 -46.0765139 C 0.0000506 25343. 500606483. 21.4410214 0.0010855 -0.0016483 2.6452049 -47.4042565 C 0.0000519 25675. 494935980. 21.3375142 0.0011069 -0.0016944 2.6713494 -48.7304457 C 0.0000531 26002. 489458438. 21.2365765 0.0011282 -0.0017406 2.6963505 -50.0601806 C 0.0000544 26328. 484197554. 21.1410227 0.0011495 -0.0017867 2.7204080 -51.3887434 C 0.0000556 26652. 479141502. 21.0507582 0.0011709 -0.0018328 2.7435321 -52.7157018 C 0.0000569 26974. 474276411. 20.9654458 0.0011924 -0.0018788 2.7657158 -54.0410364 C 0.0000581 27295. 469589594. 20.8847779 0.0012139 -0.0019248 2.7869516 -55.3647273 C 0.0000594 27613. 465069420. 20.8084728 0.0012355 -0.0019707 2.8072322 -56.6867544 C

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0000606 27929. 460685913. 20.7342629 0.0012570 -0.0020167 2.8264423 -58.0106302 C 0.0000619 28242. 456443838. 20.6633483 0.0012785 -0.0020627 2.8446598 -59.3339730 C 0.0000631 28554. 452340744. 20.5961917 0.0013001 -0.0021086 2.8619146 -60.0000000 CY 0.0000644 28864. 448368176. 20.5325866 0.0013218 -0.0021545 2.8781988 -60.0000000 CY 0.0000656 29172. 444518314. 20.4723429 0.0013435 -0.0022003 2.8935043 -60.0000000 CY 0.0000669 29477. 440783913. 20.4152846 0.0013653 -0.0022460 2.9078227 -60.0000000 CY 0.0000681 29781. 437158252. 20.3612492 0.0013871 -0.0022916 2.9211456 -60.0000000 CY 0.0000694 30083. 433635088. 20.3100863 0.0014090 -0.0023372 2.9334641 -60.0000000 CY 0.0000706 30383. 430208608. 20.2616565 0.0014310 -0.0023828 2.9447695 -60.0000000 CY 0.0000719 30681. 426864314. 20.2144676 0.0014529 -0.0024283 2.9550087 -60.0000000 CY 0.0000731 30976. 423604199. 20.1693773 0.0014749 -0.0024739 2.9642133 -60.0000000 CY 0.0000744 31269. 420426641. 20.1267327 0.0014969 -0.0025193 2.9723899 -60.0000000 CY 0.0000794 32421. 408456627. 19.9785827 0.0015858 -0.0027004 2.9946181 -60.0000000 CY 0.0000844 33526. 397339593. 19.8598382 0.0016757 -0.0028806 2.9992266 -60.0000000 CY 0.0000894 34429. 385223829. 19.7380941 0.0017641 -0.0030622 2.9983436 -60.0000000 CY 0.0000944 35046. 371344719. 19.5879540 0.0018486 -0.0032476 2.9997709 -60.0000000 CY 0.0000994 35615. 358387826. 19.4581275 0.0019337 -0.0034326 2.9989720 -60.0000000 CY 0.0001044 36125. 346111604. 19.3427210 0.0020189 -0.0036174 2.9984291 -60.0000000 CY 0.0001094 36453. 333280476. 19.2099612 0.0021011 -0.0038052 2.9986619 60.0000000 CY 0.0001144 36739. 321218093. 19.0855749 0.0021829 -0.0039933 2.9984283 60.0000000 CY 0.0001194 37014. 310061186. 18.9758317 0.0022652 -0.0041810 2.9977057 60.0000000 CY 0.0001244 37278. 299719538. 18.8807680 0.0023483 -0.0043680 2.9980203 60.0000000 CY 0.0001294 37532. 290104747. 18.7984538 0.0024320 -0.0045542 2.9999727 60.0000000 CY 0.0001344 37773. 281097789. 18.7258360 0.0025163 -0.0047400 2.9993359 60.0000000 CY 0.0001394 37964. 272387943. 18.6514034 0.0025995 -0.0049267 2.9971824 60.0000000 CY 0.0001444 38086. 263797816. 18.5637941 0.0026801 -0.0051161 2.9999608 60.0000000 CY 0.0001494 38179. 255588799. 18.4770574 0.0027600 -0.0053062 2.9979064 60.0000000 CY 0.0001544 38268. 247890387. 18.3983532 0.0028402 -0.0054960 2.9999952 60.0000000 CY 0.0001594 38354. 240649644. 18.3276069 0.0029210 -0.0056853 2.9975624 60.0000000 CY 0.0001644 38437. 233834325. 18.2632117 0.0030020 -0.0058742 2.9999391 60.0000000 CY 0.0001694 38516. 227401216. 18.2051914 0.0030835 -0.0060627 2.9960619 60.0000000 CY 0.0001744 38593. 221324019. 18.1523454 0.0031653 -0.0062509 2.9994596 60.0000000 CY 0.0001794 38668. 215571381. 18.1044419 0.0032475 -0.0064388 2.9967400 60.0000000 CY 0.0001844 38739. 210112371. 18.0583387 0.0033295 -0.0066267 2.9975800 60.0000000 CY 0.0001894 38809. 204930953. 18.0148549 0.0034116 -0.0068147 2.9998490 60.0000000 CY 0.0001944 38876. 200004474. 17.9755097 0.0034940 -0.0070023 2.9951006 60.0000000 CY 0.0001994 38941. 195316837. 17.9395972 0.0035767 -0.0071895 2.9973438 60.0000000 CY 0.0002044 39005. 190852218. 17.9066508 0.0036597 -0.0073766 2.9997267 60.0000000 CY 0.0002094 39067. 186588715. 17.8765386 0.0037429 -0.0075633 2.9963265 60.0000000 CY 0.0002144 39124. 182503243. 17.8479441 0.0038262 -0.0077501 2.9952831 60.0000000 CY



Load Axial Thrust Nominal Mom. Cap. Max. Comp. No. kips in-kip Strain ---- ---------------- ------------------ ------------ 1 812.800 37339.916 0.00300000 2 819.300 37406.168 0.00300000 3 836.900 37584.967 0.00300000 4 852.600 37744.156 0.00300000

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 5 921.300 38434.454 0.00300000








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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 58.656 0.0723 10000593. 29513. -0.001107 0.000 1.533E+12 0.000 0.000 0.000 60.912 0.0699 10069251. 29513. -0.001092 0.000 1.533E+12 0.000 0.000 0.000 63.168 0.0674 10137881. 29513. -0.001078 0.000 1.532E+12 0.000 0.000 0.000 65.424 0.0650 10206483. 29513. -0.001063 0.000 1.532E+12 0.000 0.000 0.000 67.680 0.0626 10275056. 29513. -0.001047 0.000 1.532E+12 0.000 0.000 0.000 69.936 0.0603 10343601. 29513. -0.001032 0.000 1.532E+12 0.000 0.000 0.000 72.192 0.0580 10412117. 29513. -0.001017 0.000 1.532E+12 0.000 0.000 0.000 74.448 0.0557 10480604. 29513. -0.001002 0.000 1.532E+12 0.000 0.000 0.000 76.704 0.0534 10549062. 29513. -0.000986 0.000 1.531E+12 0.000 0.000 0.000 78.960 0.0512 10617490. 29513. -0.000971 0.000 1.531E+12 0.000 0.000 0.000 81.216 0.0491 10685889. 29513. -0.000955 0.000 1.531E+12 0.000 0.000 0.000 83.472 0.0469 10754258. 29513. -0.000939 0.000 1.531E+12 0.000 0.000 0.000 85.728 0.0448 10822598. 29513. -0.000923 0.000 1.531E+12 0.000 0.000 0.000 87.984 0.0428 10890907. 29513. -0.000907 0.000 1.530E+12 0.000 0.000 0.000 90.240 0.0407 10959186. 29513. -0.000891 0.000 1.530E+12 0.000 0.000 0.000 92.496 0.0387 11027434. 29513. -0.000875 0.000 1.530E+12 0.000 0.000 0.000 94.752 0.0368 11095652. 29513. -0.000859 0.000 1.530E+12 0.000 0.000 0.000 97.008 0.0349 11163839. 29513. -0.000842 0.000 1.530E+12 0.000 0.000 0.000 99.264 0.0330 11231995. 29513. -0.000826 0.000 1.529E+12 0.000 0.000 0.000 101.520 0.0311 11300119. 29513. -0.000809 0.000 1.529E+12 0.000 0.000 0.000 103.776 0.0293 11368212. 29509. -0.000792 0.000 1.529E+12 -3.1251 240.3994 0.000 106.032 0.0276 11436258. 29498. -0.000775 0.000 1.529E+12 -6.6670 545.7715 0.000 108.288 0.0258 11504237. 29480. -0.000757 0.000 1.309E+12 -9.7445 851.1437 0.000 110.544 0.0241 11572130. 29455. -0.000735 0.000 1.085E+12 -12.3764 1156.5158 0.000 112.800 0.0225 11639914. 29425. -0.000711 0.000 1.078E+12 -14.5873 1461.8880 0.000 115.056 0.0209 11707578. 29390. -0.000686 0.000 1.071E+12 -16.3995 1767.2602 0.000 117.312 0.0194 11775112. 29351. -0.000662 0.000 1.065E+12 -17.8361 2072.6323 0.000 119.568 0.0179 11842508. 29310. -0.000637 0.000 1.058E+12 -18.9203 2378.0045 0.000 121.824 0.0165 11909760. 29266. -0.000611 0.000 1.051E+12 -19.6758 2683.3766 0.000 124.080 0.0152 11976864. 29221. -0.000585 0.000 1.045E+12 -20.1266 2988.7488 0.000 126.336 0.0139 12043816. 29175. -0.000559 0.000 1.038E+12 -20.2972 3294.1210 0.000 128.592 0.0127 12110616. 29130. -0.000533 0.000 1.032E+12 -20.2123 3599.4931 0.000 130.848 0.0115 12177263. 29085. -0.000506 0.000 1.026E+12 -19.8972 3904.8653 0.000 133.104 0.0104 12243758. 29040. -0.000480 0.000 1.019E+12 -19.3773 4210.2374 0.000 135.360 0.009332 12310103. 28997. -0.000452 0.000 1.013E+12 -18.6786 4515.6096 0.000 137.616 0.008342 12376301. 28956. -0.000425 0.000 1.007E+12 -17.8275 4820.9818 0.000 139.872 0.007416 12442357. 28917. -0.000397 0.000 1.001E+12 -16.8507 5126.3539 0.000 142.128 0.006552 12508273. 6725.6578 -0.000369 0.000 9.947E+11 -19656. 6768000. 0.000 144.384 0.005753 12474095. -34913. -0.000340 0.000 9.979E+11 -17258. 6768000. 0.000 146.640 0.005017 12352029. -71357. -0.000312 0.000 1.009E+12 -15050. 6768000. 0.000 148.896 0.004343 12153314. -103030. -0.000285 0.000 1.028E+12 -13029. 6768000. 0.000 151.152 0.003730 11888236. -130348. -0.000259 0.000 1.054E+12 -11189. 6768000. 0.000 153.408 0.003174 11566165. -153708. -0.000234 0.000 1.086E+12 -9520.6701 6768000. 0.000 155.664 0.002672 11195592. -173488. -0.000214 0.000 1.529E+12 -8015.1953 6768000. 0.000 157.920 0.002207 10784195. -189998. -0.000198 0.000 1.531E+12 -6621.4882 6768000. 0.000 160.176 0.001778 10339067. -203486. -0.000182 0.000 1.532E+12 -5335.3540 6768000. 0.000 162.432 0.001384 9866756. -214188. -0.000168 0.000 1.533E+12 -4152.2662 6768000. 0.000 164.688 0.001022 9373285. -222332. -0.000153 0.000 1.534E+12 -3067.4395 6768000. 0.000 166.944 0.000692 8864175. -228133. -0.000140 0.000 1.535E+12 -2075.8869 6768000. 0.000 169.200 0.000391 8344476. -231797. -0.000127 0.000 1.536E+12 -1172.4809 6768000. 0.000 171.456 0.000117 7818786. -233517. -0.000115 0.000 1.537E+12 -352.0036 6768000. 0.000 173.712 -0.000130 7291284. -233473. -0.000104 0.000 1.538E+12 390.8111 6768000. 0.000 175.968 -0.000354 6765749. -231835. -9.410E-05 0.000 1.538E+12 1061.2292 6768000. 0.000 178.224 -0.000555 6245598. -228761. -8.456E-05 0.000 1.538E+12 1664.4914 6768000. 0.000 180.480 -0.000735 5733900. -224395. -7.577E-05 0.000 1.539E+12 2205.7698 6768000. 0.000 182.736 -0.000897 5233413. -218872. -6.773E-05 0.000 1.539E+12 2690.1511 6768000. 0.000

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 184.992 -0.001041 4746604. -212316. -6.042E-05 0.000 1.539E+12 3122.6052 6768000. 0.000 187.248 -0.001169 4275673. -204836. -5.380E-05 0.000 1.539E+12 3507.9658 6768000. 0.000 189.504 -0.001284 3822585. -196536. -4.787E-05 0.000 1.539E+12 3850.9076 6768000. 0.000 191.760 -0.001385 3389086. -187504. -4.258E-05 0.000 1.539E+12 4155.9278 6768000. 0.000 194.016 -0.001476 2976728. -177822. -3.792E-05 0.000 1.539E+12 4427.3282 6768000. 0.000 196.272 -0.001556 2586896. -167561. -3.384E-05 0.000 1.539E+12 4669.2006 6768000. 0.000 198.528 -0.001628 2220821. -156783. -3.032E-05 0.000 1.539E+12 4885.4127 6768000. 0.000 200.784 -0.001693 1879604. -145543. -2.731E-05 0.000 1.539E+12 5079.5963 6768000. 0.000 203.040 -0.001752 1564234. -133885. -2.479E-05 0.000 1.539E+12 5255.1364 6768000. 0.000 205.296 -0.001805 1275606. -121849. -2.271E-05 0.000 1.539E+12 5415.1613 6768000. 0.000 207.552 -0.001854 1014536. -109466. -2.103E-05 0.000 1.539E+12 5562.5340 6768000. 0.000 209.808 -0.001900 781773. -96762. -1.972E-05 0.000 1.539E+12 5699.8442 6768000. 0.000 212.064 -0.001943 578018. -83757. -1.872E-05 0.000 1.539E+12 5829.4004 6768000. 0.000 214.320 -0.001984 403930. -70467. -1.800E-05 0.000 1.539E+12 5953.2237 6768000. 0.000 216.576 -0.002024 260140. -56901. -1.751E-05 0.000 1.539E+12 6073.0407 6768000. 0.000 218.832 -0.002063 147259. -43068. -1.721E-05 0.000 1.539E+12 6190.2774 6768000. 0.000 221.088 -0.002102 65883. -28972. -1.706E-05 0.000 1.539E+12 6306.0537 6768000. 0.000 223.344 -0.002140 16601. -14616. -1.700E-05 0.000 1.539E+12 6421.1764 6768000. 0.000 225.600 -0.002179 0.000 0.000 -1.699E-05 0.000 1.539E+12 6536.1346 3384000. 0.000








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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 6.768 0.1525 9620766. 28086. -0.001583 0.000 1.526E+12 0.000 0.000 0.000 9.024 0.1490 9687402. 28086. -0.001568 0.000 1.526E+12 0.000 0.000 0.000 11.280 0.1454 9754009. 28086. -0.001554 0.000 1.526E+12 0.000 0.000 0.000 13.536 0.1419 9820586. 28086. -0.001540 0.000 1.525E+12 0.000 0.000 0.000 15.792 0.1385 9887133. 28086. -0.001525 0.000 1.525E+12 0.000 0.000 0.000 18.048 0.1351 9953650. 28086. -0.001510 0.000 1.525E+12 0.000 0.000 0.000 20.304 0.1317 10020135. 28086. -0.001496 0.000 1.525E+12 0.000 0.000 0.000 22.560 0.1283 10086590. 28086. -0.001481 0.000 1.525E+12 0.000 0.000 0.000 24.816 0.1250 10153014. 28086. -0.001466 0.000 1.525E+12 0.000 0.000 0.000 27.072 0.1217 10219407. 28086. -0.001451 0.000 1.525E+12 0.000 0.000 0.000 29.328 0.1184 10285768. 28086. -0.001435 0.000 1.524E+12 0.000 0.000 0.000 31.584 0.1152 10352098. 28086. -0.001420 0.000 1.524E+12 0.000 0.000 0.000 33.840 0.1120 10418396. 28086. -0.001405 0.000 1.524E+12 0.000 0.000 0.000 36.096 0.1089 10484662. 28086. -0.001389 0.000 1.524E+12 0.000 0.000 0.000 38.352 0.1058 10550895. 28086. -0.001374 0.000 1.524E+12 0.000 0.000 0.000 40.608 0.1027 10617096. 28086. -0.001358 0.000 1.524E+12 0.000 0.000 0.000 42.864 0.0996 10683265. 28086. -0.001342 0.000 1.524E+12 0.000 0.000 0.000 45.120 0.0966 10749400. 28086. -0.001326 0.000 1.523E+12 0.000 0.000 0.000 47.376 0.0937 10815502. 28086. -0.001310 0.000 1.523E+12 0.000 0.000 0.000 49.632 0.0907 10881572. 28086. -0.001294 0.000 1.523E+12 0.000 0.000 0.000 51.888 0.0878 10947607. 28086. -0.001278 0.000 1.523E+12 0.000 0.000 0.000 54.144 0.0849 11013609. 28086. -0.001262 0.000 1.523E+12 0.000 0.000 0.000 56.400 0.0821 11079577. 28086. -0.001246 0.000 1.522E+12 0.000 0.000 0.000 58.656 0.0793 11145511. 28086. -0.001229 0.000 1.522E+12 0.000 0.000 0.000 60.912 0.0766 11211410. 28086. -0.001213 0.000 1.522E+12 0.000 0.000 0.000 63.168 0.0739 11277275. 28086. -0.001196 0.000 1.522E+12 0.000 0.000 0.000 65.424 0.0712 11343106. 28086. -0.001179 0.000 1.522E+12 0.000 0.000 0.000 67.680 0.0685 11408901. 28086. -0.001162 0.000 1.522E+12 0.000 0.000 0.000 69.936 0.0659 11474661. 28086. -0.001145 0.000 1.521E+12 0.000 0.000 0.000 72.192 0.0634 11540386. 28086. -0.001128 0.000 1.521E+12 0.000 0.000 0.000 74.448 0.0608 11606075. 28086. -0.001111 0.000 1.521E+12 0.000 0.000 0.000 76.704 0.0584 11671729. 28086. -0.001094 0.000 1.521E+12 0.000 0.000 0.000 78.960 0.0559 11737346. 28086. -0.001076 0.000 1.521E+12 0.000 0.000 0.000 81.216 0.0535 11802927. 28086. -0.001059 0.000 1.520E+12 0.000 0.000 0.000 83.472 0.0511 11868472. 28086. -0.001041 0.000 1.520E+12 0.000 0.000 0.000 85.728 0.0488 11933980. 28086. -0.001024 0.000 1.520E+12 0.000 0.000 0.000 87.984 0.0465 11999452. 28086. -0.001006 0.000 1.520E+12 0.000 0.000 0.000 90.240 0.0443 12064886. 28086. -0.000988 0.000 1.520E+12 0.000 0.000 0.000 92.496 0.0421 12130283. 28086. -0.000970 0.000 1.519E+12 0.000 0.000 0.000 94.752 0.0399 12195643. 28086. -0.000952 0.000 1.519E+12 0.000 0.000 0.000 97.008 0.0378 12260965. 28086. -0.000934 0.000 1.519E+12 0.000 0.000 0.000 99.264 0.0357 12326250. 28086. -0.000916 0.000 1.519E+12 0.000 0.000 0.000 101.520 0.0336 12391496. 28086. -0.000896 0.000 1.284E+12 0.000 0.000 0.000 103.776 0.0316 12456697. 28082. -0.000872 0.000 1.101E+12 -3.3702 240.3994 0.000 106.032 0.0297 12521827. 28070. -0.000846 0.000 1.094E+12 -7.1823 545.7715 0.000 108.288 0.0278 12586868. 28050. -0.000820 0.000 1.088E+12 -10.4916 851.1437 0.000 110.544 0.0260 12651801. 28023. -0.000794 0.000 1.082E+12 -13.3221 1156.5158 0.000 112.800 0.0242 12716611. 27991. -0.000768 0.000 1.076E+12 -15.6981 1461.8880 0.000 115.056 0.0225 12781286. 27953. -0.000741 0.000 1.070E+12 -17.6443 1767.2602 0.000 117.312 0.0209 12845815. 27912. -0.000714 0.000 1.064E+12 -19.1856 2072.6323 0.000 119.568 0.0193 12910190. 27867. -0.000686 0.000 1.059E+12 -20.3474 2378.0045 0.000 121.824 0.0178 12974404. 27820. -0.000659 0.000 1.053E+12 -21.1555 2683.3766 0.000 124.080 0.0163 13038453. 27772. -0.000631 0.000 1.047E+12 -21.6359 2988.7488 0.000 126.336 0.0149 13102333. 27723. -0.000603 0.000 1.042E+12 -21.8149 3294.1210 0.000 128.592 0.0136 13166044. 27674. -0.000574 0.000 1.036E+12 -21.7195 3599.4931 0.000 130.848 0.0124 13229584. 27625. -0.000545 0.000 1.030E+12 -21.3767 3904.8653 0.000

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 133.104 0.0112 13292955. 27578. -0.000516 0.000 1.025E+12 -20.8140 4210.2374 0.000 135.360 0.0100 13356159. 27532. -0.000487 0.000 1.019E+12 -20.0594 4515.6096 0.000 137.616 0.008957 13419200. 27487. -0.000457 0.000 1.014E+12 -19.1409 4820.9818 0.000 139.872 0.007960 13482081. 27445. -0.000427 0.000 1.008E+12 -18.0874 5126.3539 0.000 142.128 0.007031 13544808. 3632.9690 -0.000397 0.000 1.003E+12 -21092. 6768000. 0.000 144.384 0.006170 13500122. -41039. -0.000366 0.000 1.007E+12 -18511. 6768000. 0.000 146.640 0.005378 13361162. -80119. -0.000336 0.000 1.019E+12 -16134. 6768000. 0.000 148.896 0.004653 13140025. -114062. -0.000307 0.000 1.038E+12 -13958. 6768000. 0.000 151.152 0.003992 12847791. -143314. -0.000279 0.000 1.064E+12 -11975. 6768000. 0.000 153.408 0.003392 12494555. -168299. -0.000253 0.000 1.097E+12 -10176. 6768000. 0.000 155.664 0.002850 12089476. -189422. -0.000231 0.000 1.520E+12 -8550.7343 6768000. 0.000 157.920 0.002349 11640841. -207017. -0.000214 0.000 1.521E+12 -7047.3061 6768000. 0.000 160.176 0.001887 11156303. -221352. -0.000197 0.000 1.522E+12 -5660.7407 6768000. 0.000 162.432 0.001462 10642919. -232685. -0.000180 0.000 1.524E+12 -4386.0741 6768000. 0.000 164.688 0.001073 10107180. -241262. -0.000165 0.000 1.525E+12 -3218.0626 6768000. 0.000 166.944 0.000717 9555032. -247319. -0.000151 0.000 1.526E+12 -2151.2569 6768000. 0.000 169.200 0.000393 8991905. -251076. -0.000137 0.000 1.527E+12 -1180.0511 6768000. 0.000 171.456 9.959E-05 8422744. -252744. -0.000124 0.000 1.528E+12 -298.7586 6768000. 0.000 173.712 -0.000166 7852037. -252519. -0.000112 0.000 1.528E+12 498.3593 6768000. 0.000 175.968 -0.000406 7283843. -250584. -0.000101 0.000 1.529E+12 1217.0374 6768000. 0.000 178.224 -0.000621 6721820. -247110. -9.048E-05 0.000 1.529E+12 1862.9728 6768000. 0.000 180.480 -0.000814 6169258. -242254. -8.097E-05 0.000 1.529E+12 2441.7934 6768000. 0.000 182.736 -0.000986 5629105. -236162. -7.227E-05 0.000 1.530E+12 2959.0228 6768000. 0.000 184.992 -0.001140 5103995. -228967. -6.436E-05 0.000 1.530E+12 3420.0594 6768000. 0.000 187.248 -0.001277 4596275. -220788. -5.720E-05 0.000 1.530E+12 3830.1491 6768000. 0.000 189.504 -0.001398 4108036. -211737. -5.079E-05 0.000 1.530E+12 4194.3631 6768000. 0.000 191.760 -0.001506 3641131. -201910. -4.507E-05 0.000 1.530E+12 4517.5770 6768000. 0.000 194.016 -0.001601 3197207. -191394. -4.003E-05 0.000 1.530E+12 4804.4527 6768000. 0.000 196.272 -0.001686 2777726. -180268. -3.562E-05 0.000 1.530E+12 5059.4219 6768000. 0.000 198.528 -0.001762 2383986. -168598. -3.182E-05 0.000 1.530E+12 5286.6719 6768000. 0.000 200.784 -0.001830 2017146. -156441. -2.858E-05 0.000 1.530E+12 5490.1324 6768000. 0.000 203.040 -0.001891 1678242. -143849. -2.585E-05 0.000 1.530E+12 5673.4647 6768000. 0.000 205.296 -0.001947 1368208. -130861. -2.361E-05 0.000 1.530E+12 5840.0509 6768000. 0.000 207.552 -0.001998 1087893. -117514. -2.179E-05 0.000 1.530E+12 5992.9847 6768000. 0.000 209.808 -0.002045 838076. -103833. -2.037E-05 0.000 1.530E+12 6135.0635 6768000. 0.000 212.064 -0.002090 619481. -89842. -1.930E-05 0.000 1.530E+12 6268.7800 6768000. 0.000 214.320 -0.002132 432790. -75556. -1.852E-05 0.000 1.530E+12 6396.3154 6768000. 0.000 216.576 -0.002173 278651. -60987. -1.800E-05 0.000 1.530E+12 6519.5324 6768000. 0.000 218.832 -0.002213 157693. -46143. -1.768E-05 0.000 1.530E+12 6639.9690 6768000. 0.000 221.088 -0.002253 70529. -31029. -1.751E-05 0.000 1.530E+12 6758.8322 6768000. 0.000 223.344 -0.002292 17764. -15648. -1.745E-05 0.000 1.530E+12 6876.9916 6768000. 0.000 225.600 -0.002332 0.000 0.000 -1.743E-05 0.000 1.530E+12 6994.9738 3384000. 0.000




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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6oNumber of iterations = 45Number of zero deflection points = 1





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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 81.216 0.0568 11381281. 33476. -0.001153 0.000 1.528E+12 0.000 0.000 0.000 83.472 0.0542 11459004. 33476. -0.001136 0.000 1.513E+12 0.000 0.000 0.000 85.728 0.0516 11536695. 33476. -0.001116 0.000 1.135E+12 0.000 0.000 0.000 87.984 0.0491 11614342. 33476. -0.001093 0.000 1.106E+12 0.000 0.000 0.000 90.240 0.0467 11691943. 33476. -0.001069 0.000 1.093E+12 0.000 0.000 0.000 92.496 0.0443 11769498. 33476. -0.001045 0.000 1.085E+12 0.000 0.000 0.000 94.752 0.0420 11847006. 33476. -0.001020 0.000 1.077E+12 0.000 0.000 0.000 97.008 0.0397 11924466. 33476. -0.000995 0.000 1.070E+12 0.000 0.000 0.000 99.264 0.0375 12001877. 33476. -0.000970 0.000 1.062E+12 0.000 0.000 0.000 101.520 0.0353 12079240. 33476. -0.000944 0.000 1.055E+12 0.000 0.000 0.000 103.776 0.0332 12156553. 33472. -0.000918 0.000 1.047E+12 -3.5428 240.3994 0.000 106.032 0.0312 12233797. 33459. -0.000892 0.000 1.040E+12 -7.5493 545.7715 0.000 108.288 0.0292 12310952. 33439. -0.000865 0.000 1.033E+12 -11.0256 851.1437 0.000 110.544 0.0273 12388000. 33410. -0.000838 0.000 1.025E+12 -13.9966 1156.5158 0.000 112.800 0.0254 12464923. 33376. -0.000810 0.000 1.018E+12 -16.4873 1461.8880 0.000 115.056 0.0236 12541709. 33336. -0.000783 0.000 1.011E+12 -18.5235 1767.2602 0.000 117.312 0.0219 12618348. 33293. -0.000754 0.000 1.004E+12 -20.1311 2072.6323 0.000 119.568 0.0202 12694829. 33246. -0.000726 0.000 9.969E+11 -21.3367 2378.0045 0.000 121.824 0.0186 12771147. 33197. -0.000697 0.000 9.900E+11 -22.1673 2683.3766 0.000 124.080 0.0171 12847295. 33146. -0.000668 0.000 9.833E+11 -22.6502 2988.7488 0.000 126.336 0.0156 12923272. 33095. -0.000638 0.000 9.765E+11 -22.8135 3294.1210 0.000 128.592 0.0142 12999075. 33044. -0.000608 0.000 9.697E+11 -22.6854 3599.4931 0.000 130.848 0.0129 13074705. 32993. -0.000578 0.000 9.631E+11 -22.2948 3904.8653 0.000 133.104 0.0116 13150162. 32943. -0.000547 0.000 9.567E+11 -21.6711 4210.2374 0.000 135.360 0.0104 13225449. 32896. -0.000516 0.000 9.501E+11 -20.8439 4515.6096 0.000 137.616 0.009286 13300570. 32850. -0.000484 0.000 9.437E+11 -19.8437 4820.9818 0.000 139.872 0.008230 13375528. 32806. -0.000452 0.000 9.374E+11 -18.7013 5126.3539 0.000 142.128 0.007247 13450330. 8262.1951 -0.000420 0.000 9.312E+11 -21740. 6768000. 0.000 144.384 0.006337 13414422. -37705. -0.000387 0.000 9.343E+11 -19011. 6768000. 0.000 146.640 0.005500 13281695. -77761. -0.000355 0.000 9.453E+11 -16501. 6768000. 0.000 148.896 0.004735 13064928. -112397. -0.000324 0.000 9.640E+11 -14205. 6768000. 0.000 151.152 0.004039 12775805. -142087. -0.000294 0.000 9.896E+11 -12116. 6768000. 0.000 153.408 0.003408 12424962. -167287. -0.000266 0.000 1.022E+12 -10225. 6768000. 0.000 155.664 0.002840 12022027. -188430. -0.000239 0.000 1.060E+12 -8518.5952 6768000. 0.000 157.920 0.002329 11575687. -205919. -0.000215 0.000 1.115E+12 -6985.8009 6768000. 0.000 160.176 0.001871 11093748. -220128. -0.000195 0.000 1.528E+12 -5611.5042 6768000. 0.000 162.432 0.001449 10583217. -231363. -0.000179 0.000 1.530E+12 -4348.0324 6768000. 0.000 164.688 0.001063 10050527. -239866. -0.000164 0.000 1.531E+12 -3190.1783 6768000. 0.000 166.944 0.000711 9501572. -245870. -0.000149 0.000 1.533E+12 -2132.5388 6768000. 0.000 169.200 0.000390 8941736. -249595. -0.000136 0.000 1.534E+12 -1169.5547 6768000. 0.000 171.456 9.853E-05 8375923. -251247. -0.000123 0.000 1.535E+12 -295.5851 6768000. 0.000 173.712 -0.000165 7808582. -251022. -0.000111 0.000 1.536E+12 495.0574 6768000. 0.000 175.968 -0.000403 7243738. -249101. -0.000100 0.000 1.536E+12 1208.0587 6768000. 0.000 178.224 -0.000616 6685022. -245653. -8.980E-05 0.000 1.537E+12 1849.0613 6768000. 0.000 180.480 -0.000808 6135698. -240833. -8.039E-05 0.000 1.537E+12 2423.6393 6768000. 0.000 182.736 -0.000979 5598692. -234786. -7.178E-05 0.000 1.537E+12 2937.2590 6768000. 0.000 184.992 -0.001132 5076619. -227643. -6.395E-05 0.000 1.537E+12 3395.2626 6768000. 0.000 187.248 -0.001268 4571812. -219524. -5.687E-05 0.000 1.537E+12 3802.8399 6768000. 0.000 189.504 -0.001388 4086347. -210536. -5.051E-05 0.000 1.537E+12 4165.0084 6768000. 0.000 191.760 -0.001496 3622069. -200777. -4.486E-05 0.000 1.537E+12 4486.5922 6768000. 0.000 194.016 -0.001591 3180615. -190333. -3.987E-05 0.000 1.537E+12 4772.2044 6768000. 0.000 196.272 -0.001675 2763440. -179280. -3.551E-05 0.000 1.538E+12 5026.2303 6768000. 0.000 198.528 -0.001751 2371839. -167685. -3.174E-05 0.000 1.538E+12 5252.8141 6768000. 0.000 200.784 -0.001819 2006965. -155606. -2.853E-05 0.000 1.538E+12 5455.8449 6768000. 0.000 203.040 -0.001880 1669854. -143091. -2.583E-05 0.000 1.538E+12 5638.9468 6768000. 0.000 205.296 -0.001935 1361437. -130182. -2.361E-05 0.000 1.538E+12 5805.4673 6768000. 0.000

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 207.552 -0.001986 1082564. -116912. -2.181E-05 0.000 1.538E+12 5958.4693 6768000. 0.000 209.808 -0.002034 834013. -103309. -2.041E-05 0.000 1.538E+12 6100.7221 6768000. 0.000 212.064 -0.002078 616510. -89395. -1.934E-05 0.000 1.538E+12 6234.6936 6768000. 0.000 214.320 -0.002121 430737. -75185. -1.857E-05 0.000 1.538E+12 6362.5435 6768000. 0.000 216.576 -0.002162 277345. -60692. -1.805E-05 0.000 1.538E+12 6486.1165 6768000. 0.000 218.832 -0.002202 156964. -45923. -1.774E-05 0.000 1.538E+12 6606.9357 6768000. 0.000 221.088 -0.002242 70209. -30883. -1.757E-05 0.000 1.538E+12 6726.1963 6768000. 0.000 223.344 -0.002282 17686. -15575. -1.751E-05 0.000 1.538E+12 6844.7598 6768000. 0.000 225.600 -0.002321 0.000 0.000 -1.749E-05 0.000 1.538E+12 6963.1476 3384000. 0.000








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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 29.328 0.2175 13281142. 30516. -0.002851 0.000 9.050E+11 0.000 0.000 0.000 31.584 0.2111 13355225. 30516. -0.002818 0.000 8.990E+11 0.000 0.000 0.000 33.840 0.2048 13429247. 30516. -0.002784 0.000 8.930E+11 0.000 0.000 0.000 36.096 0.1985 13503205. 30516. -0.002750 0.000 8.871E+11 0.000 0.000 0.000 38.352 0.1923 13577101. 30516. -0.002715 0.000 8.812E+11 0.000 0.000 0.000 40.608 0.1863 13650931. 30516. -0.002680 0.000 8.755E+11 0.000 0.000 0.000 42.864 0.1803 13724697. 30516. -0.002645 0.000 8.697E+11 0.000 0.000 0.000 45.120 0.1743 13798397. 30516. -0.002609 0.000 8.640E+11 0.000 0.000 0.000 47.376 0.1685 13872031. 30516. -0.002573 0.000 8.585E+11 0.000 0.000 0.000 49.632 0.1627 13945597. 30516. -0.002536 0.000 8.530E+11 0.000 0.000 0.000 51.888 0.1570 14019095. 30516. -0.002499 0.000 8.474E+11 0.000 0.000 0.000 54.144 0.1514 14092524. 30516. -0.002462 0.000 8.421E+11 0.000 0.000 0.000 56.400 0.1459 14165883. 30516. -0.002424 0.000 8.368E+11 0.000 0.000 0.000 58.656 0.1405 14239172. 30516. -0.002385 0.000 8.315E+11 0.000 0.000 0.000 60.912 0.1352 14312389. 30516. -0.002346 0.000 8.264E+11 0.000 0.000 0.000 63.168 0.1299 14385534. 30516. -0.002307 0.000 8.213E+11 0.000 0.000 0.000 65.424 0.1248 14458606. 30516. -0.002267 0.000 8.162E+11 0.000 0.000 0.000 67.680 0.1197 14531604. 30516. -0.002227 0.000 8.112E+11 0.000 0.000 0.000 69.936 0.1147 14604527. 30516. -0.002187 0.000 8.063E+11 0.000 0.000 0.000 72.192 0.1098 14677375. 30516. -0.002145 0.000 8.014E+11 0.000 0.000 0.000 74.448 0.1050 14750147. 30516. -0.002104 0.000 7.967E+11 0.000 0.000 0.000 76.704 0.1003 14822841. 30516. -0.002062 0.000 7.920E+11 0.000 0.000 0.000 78.960 0.0957 14895457. 30516. -0.002019 0.000 7.873E+11 0.000 0.000 0.000 81.216 0.0912 14967994. 30516. -0.001977 0.000 7.827E+11 0.000 0.000 0.000 83.472 0.0868 15040452. 30516. -0.001933 0.000 7.783E+11 0.000 0.000 0.000 85.728 0.0825 15112829. 30516. -0.001889 0.000 7.738E+11 0.000 0.000 0.000 87.984 0.0783 15185125. 30516. -0.001845 0.000 7.693E+11 0.000 0.000 0.000 90.240 0.0742 15257338. 30516. -0.001800 0.000 7.650E+11 0.000 0.000 0.000 92.496 0.0702 15329468. 30516. -0.001755 0.000 7.607E+11 0.000 0.000 0.000 94.752 0.0663 15401514. 30516. -0.001709 0.000 7.565E+11 0.000 0.000 0.000 97.008 0.0624 15473475. 30516. -0.001663 0.000 7.524E+11 0.000 0.000 0.000 99.264 0.0587 15545351. 30516. -0.001617 0.000 7.482E+11 0.000 0.000 0.000 101.520 0.0552 15617139. 30516. -0.001569 0.000 7.441E+11 0.000 0.000 0.000 103.776 0.0517 15688841. 30510. -0.001522 0.000 7.401E+11 -5.5054 240.3994 0.000 106.032 0.0483 15760425. 30490. -0.001474 0.000 7.362E+11 -11.6811 545.7715 0.000 108.288 0.0450 15831862. 30458. -0.001425 0.000 7.323E+11 -16.9831 851.1437 0.000 110.544 0.0419 15903121. 30415. -0.001376 0.000 7.285E+11 -21.4561 1156.5158 0.000 112.800 0.0388 15974180. 30362. -0.001327 0.000 7.247E+11 -25.1455 1461.8880 0.000 115.056 0.0359 16045020. 30302. -0.001277 0.000 7.210E+11 -28.0973 1767.2602 0.000 117.312 0.0330 16115623. 30236. -0.001226 0.000 7.174E+11 -30.3580 2072.6323 0.000 119.568 0.0303 16185979. 30166. -0.001175 0.000 7.137E+11 -31.9747 2378.0045 0.000 121.824 0.0277 16256077. 30093. -0.001124 0.000 7.102E+11 -32.9951 2683.3766 0.000 124.080 0.0253 16325912. 30018. -0.001072 0.000 7.067E+11 -33.4676 2988.7488 0.000 126.336 0.0229 16395480. 29942. -0.001020 0.000 7.033E+11 -33.4411 3294.1210 0.000 128.592 0.0207 16464781. 29867. -0.000967 0.000 6.999E+11 -32.9649 3599.4931 0.000 130.848 0.0185 16533815. 29794. -0.000914 0.000 6.967E+11 -32.0891 3904.8653 0.000 133.104 0.0165 16602588. 29723. -0.000860 0.000 6.933E+11 -30.8644 4210.2374 0.000 135.360 0.0147 16671104. 29655. -0.000806 0.000 6.901E+11 -29.3420 4515.6096 0.000 137.616 0.0129 16739369. 29591. -0.000751 0.000 6.869E+11 -27.5736 4820.9818 0.000 139.872 0.0113 16807393. 29531. -0.000696 0.000 6.837E+11 -25.6117 5126.3539 0.000 142.128 0.009764 16875183. -3540.2887 -0.000640 0.000 6.806E+11 -29293. 6768000. 0.000 144.384 0.008383 16793785. -64952. -0.000584 0.000 6.843E+11 -25150. 6768000. 0.000 146.640 0.007128 16584280. -117442. -0.000530 0.000 6.942E+11 -21383. 6768000. 0.000 148.896 0.005993 16265847. -161843. -0.000477 0.000 7.097E+11 -17980. 6768000. 0.000 151.152 0.004976 15855808. -198962. -0.000427 0.000 7.310E+11 -14927. 6768000. 0.000 153.408 0.004069 15369705. -229568. -0.000379 0.000 7.583E+11 -12206. 6768000. 0.000

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 155.664 0.003264 14821398. -254383. -0.000335 0.000 7.920E+11 -9793.3882 6768000. 0.000 157.920 0.002556 14223169. -274078. -0.000295 0.000 8.326E+11 -7666.9277 6768000. 0.000 160.176 0.001934 13585847. -289270. -0.000258 0.000 8.805E+11 -5801.2996 6768000. 0.000 162.432 0.001390 12918935. -300519. -0.000225 0.000 9.357E+11 -4171.2693 6768000. 0.000 164.688 0.000917 12230736. -308329. -0.000196 0.000 9.979E+11 -2752.0541 6768000. 0.000 166.944 0.000507 11528479. -313148. -0.000172 0.000 1.314E+12 -1519.9795 6768000. 0.000 169.200 0.000141 10818449. -315338. -0.000154 0.000 1.532E+12 -421.8631 6768000. 0.000 171.456 -0.000189 10106243. -315173. -0.000139 0.000 1.534E+12 568.4357 6768000. 0.000 173.712 -0.000486 9396903. -312887. -0.000125 0.000 1.536E+12 1458.1483 6768000. 0.000 175.968 -0.000751 8694958. -308699. -0.000111 0.000 1.538E+12 2254.4468 6768000. 0.000 178.224 -0.000988 8004464. -302812. -9.903E-05 0.000 1.539E+12 2964.3976 6768000. 0.000 180.480 -0.001198 7329035. -295413. -8.779E-05 0.000 1.540E+12 3594.9161 6768000. 0.000 182.736 -0.001384 6671883. -286674. -7.754E-05 0.000 1.540E+12 4152.7471 6768000. 0.000 184.992 -0.001548 6035849. -276751. -6.823E-05 0.000 1.540E+12 4644.4365 6768000. 0.000 187.248 -0.001692 5423436. -265786. -5.984E-05 0.000 1.541E+12 5076.3012 6768000. 0.000 189.504 -0.001818 4836845. -253907. -5.233E-05 0.000 1.541E+12 5454.4184 6768000. 0.000 191.760 -0.001928 4278001. -241229. -4.565E-05 0.000 1.541E+12 5784.6059 6768000. 0.000 194.016 -0.002024 3748586. -227855. -3.978E-05 0.000 1.541E+12 6072.4041 6768000. 0.000 196.272 -0.002108 3250067. -213873. -3.466E-05 0.000 1.541E+12 6323.0612 6768000. 0.000 198.528 -0.002181 2783720. -199361. -3.024E-05 0.000 1.541E+12 6541.5180 6768000. 0.000 200.784 -0.002244 2350660. -184388. -2.648E-05 0.000 1.541E+12 6732.3961 6768000. 0.000 203.040 -0.002300 1951857. -169011. -2.333E-05 0.000 1.541E+12 6899.9864 6768000. 0.000 205.296 -0.002349 1588168. -153278. -2.074E-05 0.000 1.541E+12 7048.2406 6768000. 0.000 207.552 -0.002394 1260346. -137227. -1.866E-05 0.000 1.541E+12 7180.7616 6768000. 0.000 209.808 -0.002434 969067. -120892. -1.703E-05 0.000 1.541E+12 7300.7974 6768000. 0.000 212.064 -0.002470 714944. -104297. -1.579E-05 0.000 1.541E+12 7411.2335 6768000. 0.000 214.320 -0.002505 498538. -87461. -1.491E-05 0.000 1.541E+12 7514.5874 6768000. 0.000 216.576 -0.002538 320377. -70397. -1.431E-05 0.000 1.541E+12 7613.0027 6768000. 0.000 218.832 -0.002569 180962. -53114. -1.394E-05 0.000 1.541E+12 7708.2443 6768000. 0.000 221.088 -0.002601 80777. -35619. -1.375E-05 0.000 1.541E+12 7801.6933 6768000. 0.000 223.344 -0.002631 20299. -17914. -1.367E-05 0.000 1.541E+12 7894.3421 6768000. 0.000 225.600 -0.002662 0.000 0.000 -1.366E-05 0.000 1.541E+12 7986.7899 3384000. 0.000





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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6oPile-head conditions are Shear and Moment (BC Type 1)


Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.1308 8221282. 25105. -0.001318 0.000 1.539E+12 0.000 0.000 0.000 2.256 0.1278 8280324. 25105. -0.001305 0.000 1.539E+12 0.000 0.000 0.000 4.512 0.1249 8339343. 25105. -0.001293 0.000 1.539E+12 0.000 0.000 0.000 6.768 0.1220 8398340. 25105. -0.001281 0.000 1.539E+12 0.000 0.000 0.000 9.024 0.1191 8457315. 25105. -0.001269 0.000 1.539E+12 0.000 0.000 0.000 11.280 0.1163 8516267. 25105. -0.001256 0.000 1.538E+12 0.000 0.000 0.000 13.536 0.1134 8575195. 25105. -0.001244 0.000 1.538E+12 0.000 0.000 0.000 15.792 0.1107 8634101. 25105. -0.001231 0.000 1.538E+12 0.000 0.000 0.000 18.048 0.1079 8692984. 25105. -0.001218 0.000 1.538E+12 0.000 0.000 0.000 20.304 0.1052 8751843. 25105. -0.001206 0.000 1.538E+12 0.000 0.000 0.000 22.560 0.1024 8810679. 25105. -0.001193 0.000 1.538E+12 0.000 0.000 0.000 24.816 0.0998 8869490. 25105. -0.001180 0.000 1.538E+12 0.000 0.000 0.000 27.072 0.0971 8928279. 25105. -0.001167 0.000 1.538E+12 0.000 0.000 0.000 29.328 0.0945 8987043. 25105. -0.001153 0.000 1.537E+12 0.000 0.000 0.000 31.584 0.0919 9045782. 25105. -0.001140 0.000 1.537E+12 0.000 0.000 0.000 33.840 0.0894 9104498. 25105. -0.001127 0.000 1.537E+12 0.000 0.000 0.000 36.096 0.0868 9163189. 25105. -0.001114 0.000 1.537E+12 0.000 0.000 0.000 38.352 0.0843 9221855. 25105. -0.001100 0.000 1.537E+12 0.000 0.000 0.000 40.608 0.0819 9280497. 25105. -0.001086 0.000 1.537E+12 0.000 0.000 0.000 42.864 0.0794 9339114. 25105. -0.001073 0.000 1.537E+12 0.000 0.000 0.000 45.120 0.0770 9397705. 25105. -0.001059 0.000 1.537E+12 0.000 0.000 0.000 47.376 0.0747 9456271. 25105. -0.001045 0.000 1.536E+12 0.000 0.000 0.000 49.632 0.0723 9514812. 25105. -0.001031 0.000 1.536E+12 0.000 0.000 0.000 51.888 0.0700 9573327. 25105. -0.001017 0.000 1.536E+12 0.000 0.000 0.000 54.144 0.0677 9631816. 25105. -0.001003 0.000 1.536E+12 0.000 0.000 0.000 56.400 0.0655 9690279. 25105. -0.000989 0.000 1.536E+12 0.000 0.000 0.000 58.656 0.0633 9748717. 25105. -0.000975 0.000 1.536E+12 0.000 0.000 0.000 60.912 0.0611 9807128. 25105. -0.000960 0.000 1.535E+12 0.000 0.000 0.000 63.168 0.0589 9865512. 25105. -0.000946 0.000 1.535E+12 0.000 0.000 0.000 65.424 0.0568 9923870. 25105. -0.000931 0.000 1.535E+12 0.000 0.000 0.000 67.680 0.0547 9982201. 25105. -0.000917 0.000 1.535E+12 0.000 0.000 0.000 69.936 0.0527 10040506. 25105. -0.000902 0.000 1.535E+12 0.000 0.000 0.000 72.192 0.0507 10098783. 25105. -0.000887 0.000 1.535E+12 0.000 0.000 0.000 74.448 0.0487 10157033. 25105. -0.000872 0.000 1.535E+12 0.000 0.000 0.000 76.704 0.0467 10215256. 25105. -0.000857 0.000 1.534E+12 0.000 0.000 0.000 78.960 0.0448 10273451. 25105. -0.000842 0.000 1.534E+12 0.000 0.000 0.000 81.216 0.0429 10331618. 25105. -0.000827 0.000 1.534E+12 0.000 0.000 0.000 83.472 0.0411 10389758. 25105. -0.000812 0.000 1.534E+12 0.000 0.000 0.000 85.728 0.0393 10447869. 25105. -0.000797 0.000 1.534E+12 0.000 0.000 0.000 87.984 0.0375 10505952. 25105. -0.000781 0.000 1.534E+12 0.000 0.000 0.000 90.240 0.0357 10564008. 25105. -0.000766 0.000 1.533E+12 0.000 0.000 0.000 92.496 0.0340 10622034. 25105. -0.000750 0.000 1.533E+12 0.000 0.000 0.000 94.752 0.0324 10680032. 25105. -0.000734 0.000 1.533E+12 0.000 0.000 0.000 97.008 0.0307 10738001. 25105. -0.000719 0.000 1.533E+12 0.000 0.000 0.000 99.264 0.0291 10795941. 25105. -0.000703 0.000 1.533E+12 0.000 0.000 0.000 101.520 0.0275 10853852. 25105. -0.000687 0.000 1.532E+12 0.000 0.000 0.000

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 103.776 0.0260 10911733. 25102. -0.000671 0.000 1.532E+12 -2.7719 240.3994 0.000 106.032 0.0245 10969572. 25092. -0.000655 0.000 1.532E+12 -5.9312 545.7715 0.000 108.288 0.0231 11027350. 25076. -0.000638 0.000 1.532E+12 -8.6994 851.1437 0.000 110.544 0.0216 11085054. 25053. -0.000622 0.000 1.532E+12 -11.0916 1156.5158 0.000 112.800 0.0203 11142672. 25026. -0.000606 0.000 1.532E+12 -13.1226 1461.8880 0.000 115.056 0.0189 11200193. 24994. -0.000589 0.000 1.531E+12 -14.8076 1767.2602 0.000 117.312 0.0176 11257608. 24959. -0.000573 0.000 1.531E+12 -16.1618 2072.6323 0.000 119.568 0.0163 11314911. 24922. -0.000556 0.000 1.531E+12 -17.2006 2378.0045 0.000 121.824 0.0151 11372095. 24882. -0.000539 0.000 1.531E+12 -17.9393 2683.3766 0.000 124.080 0.0139 11429158. 24841. -0.000523 0.000 1.531E+12 -18.3934 2988.7488 0.000 126.336 0.0127 11486096. 24800. -0.000506 0.000 1.481E+12 -18.5787 3294.1210 0.000 128.592 0.0116 11542907. 24758. -0.000485 0.000 1.069E+12 -18.5129 3599.4931 0.000 130.848 0.0105 11599579. 24716. -0.000460 0.000 1.059E+12 -18.2387 3904.8653 0.000 133.104 0.009527 11656114. 24676. -0.000435 0.000 1.049E+12 -17.7801 4210.2374 0.000 135.360 0.008574 11712512. 24636. -0.000410 0.000 1.040E+12 -17.1613 4515.6096 0.000 137.616 0.007678 11768776. 24598. -0.000384 0.000 1.034E+12 -16.4068 4820.9818 0.000 139.872 0.006839 11824909. 24562. -0.000359 0.000 1.029E+12 -15.5414 5126.3539 0.000 142.128 0.006060 11880916. 4038.6986 -0.000333 0.000 1.023E+12 -18179. 6768000. 0.000 144.384 0.005339 11844351. -34535. -0.000306 0.000 1.027E+12 -16017. 6768000. 0.000 146.640 0.004677 11726218. -68430. -0.000281 0.000 1.039E+12 -14032. 6768000. 0.000 148.896 0.004073 11536624. -98040. -0.000256 0.000 1.073E+12 -12218. 6768000. 0.000 151.152 0.003523 11284801. -123744. -0.000235 0.000 1.531E+12 -10569. 6768000. 0.000 153.408 0.003011 10979155. -145854. -0.000219 0.000 1.532E+12 -9032.4268 6768000. 0.000 155.664 0.002535 10627509. -164622. -0.000203 0.000 1.533E+12 -7605.1926 6768000. 0.000 157.920 0.002095 10237127. -180288. -0.000188 0.000 1.534E+12 -6283.7918 6768000. 0.000 160.176 0.001688 9814736. -193089. -0.000173 0.000 1.535E+12 -5064.2654 6768000. 0.000 162.432 0.001314 9366544. -203248. -0.000159 0.000 1.537E+12 -3942.3361 6768000. 0.000 164.688 0.000971 8898262. -210982. -0.000145 0.000 1.538E+12 -2913.4795 6768000. 0.000 166.944 0.000658 8415128. -216494. -0.000133 0.000 1.539E+12 -1972.9821 6768000. 0.000 169.200 0.000372 7921930. -219978. -0.000121 0.000 1.539E+12 -1115.9943 6768000. 0.000 171.456 0.000113 7423030. -221618. -0.000110 0.000 1.540E+12 -337.5796 6768000. 0.000 173.712 -0.000122 6922392. -221584. -9.907E-05 0.000 1.541E+12 367.2425 6768000. 0.000 175.968 -0.000334 6423605. -220038. -8.930E-05 0.000 1.541E+12 1003.4592 6768000. 0.000 178.224 -0.000525 5929908. -217128. -8.026E-05 0.000 1.541E+12 1576.0287 6768000. 0.000 180.480 -0.000697 5444216. -212993. -7.194E-05 0.000 1.541E+12 2089.8524 6768000. 0.000 182.736 -0.000850 4969146. -207760. -6.432E-05 0.000 1.542E+12 2549.7471 6768000. 0.000 184.992 -0.000987 4507040. -201544. -5.738E-05 0.000 1.542E+12 2960.4226 6768000. 0.000 187.248 -0.001109 4059988. -194453. -5.111E-05 0.000 1.542E+12 3326.4585 6768000. 0.000 189.504 -0.001217 3629856. -186581. -4.549E-05 0.000 1.542E+12 3652.2849 6768000. 0.000 191.760 -0.001314 3218303. -178014. -4.048E-05 0.000 1.542E+12 3942.1634 6768000. 0.000 194.016 -0.001400 2826804. -168830. -3.605E-05 0.000 1.542E+12 4200.1710 6768000. 0.000 196.272 -0.001477 2456675. -159095. -3.219E-05 0.000 1.542E+12 4430.1857 6768000. 0.000 198.528 -0.001545 2109087. -148868. -2.885E-05 0.000 1.542E+12 4635.8734 6768000. 0.000 200.784 -0.001607 1785088. -138201. -2.600E-05 0.000 1.542E+12 4820.6765 6768000. 0.000 203.040 -0.001663 1485619. -127137. -2.361E-05 0.000 1.542E+12 4987.8038 6768000. 0.000 205.296 -0.001713 1211532. -115713. -2.163E-05 0.000 1.542E+12 5140.2207 6768000. 0.000 207.552 -0.001760 963603. -103958. -2.004E-05 0.000 1.542E+12 5280.6414 6768000. 0.000 209.808 -0.001804 742547. -91897. -1.879E-05 0.000 1.542E+12 5411.5209 6768000. 0.000 212.064 -0.001845 549031. -79550. -1.785E-05 0.000 1.542E+12 5535.0481 6768000. 0.000 214.320 -0.001884 383685. -66929. -1.717E-05 0.000 1.542E+12 5653.1390 6768000. 0.000 216.576 -0.001922 247110. -54047. -1.671E-05 0.000 1.542E+12 5767.4308 6768000. 0.000 218.832 -0.001960 139887. -40909. -1.642E-05 0.000 1.542E+12 5879.2759 6768000. 0.000 221.088 -0.001997 62587. -27521. -1.628E-05 0.000 1.542E+12 5989.7359 6768000. 0.000 223.344 -0.002033 15771. -13884. -1.622E-05 0.000 1.542E+12 6099.5762 6768000. 0.000 225.600 -0.002070 0.000 0.000 -1.621E-05 0.000 1.542E+12 6209.2604 3384000. 0.000

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Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o* This analysis makes computations of pile response using nonlinear moment-curvature relationships. The above values of total stress are computed for combined axial stress and do not equal the actual stresses in concrete and steel in the range of nonlinear bending.






Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 29513. M = 8206302. 836900. 0.14782282 12508273. -233517. 0.00000000 2 1 V = 28086. M = 9420679. 921300. 0.16335958 13544808. -252744. 0.00000000 3 1 V = 33476. M = 8563445. 852600. 0.17294056 13450330. -251247. 0.00000000 4 1 V = 30516. M = 12312760. 819300. 0.30706812 16875183. -315338. 0.00000000 5 1 V = 25105. M = 8221282. 812800. 0.13077971 11880916. -221618. 0.00000000


Top y Shear React. Mom. React. K22 K32 in lbs in-lbs lbs/in in-lbs/in ------------ -------------- -------------- -------------- -------------- 0.0009511 2951.300043969 265948. 3103100. 279626663. 0.0028630 8884.298262087 800582. 3103100. 279626663. 0.0045378 14081. 1268891. 3103088. 279625177. 0.0057261 17769. 1601158. 3103069. 279622800.

Page 29

Route 609 Drilled Shafts Pier 1 Column 2 service -7ft Socket- 54-inch dia- New loads.lp6o 0.0066479 20629. 1858885. 3103051. 279620938. 0.0074010 22966. 2069464. 3103035. 279619329. 0.0080378 24941. 2247504. 3103019. 279617649. 0.0085894 26653. 2401730. 3103005. 279616092. 0.0090759 28163. 2537765. 3102992. 279614694. 0.0095112 29513. 2659453. 3102981. 279613464.




Page 30

Lateral D

eflection

(inch

es)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - C

olu

mn

#2 - Service L

imit S

tateDepth (ft)

-0.1-0.05

00.05

0.10.15

0.20.25

0.30.35

0.4

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Case 5

Ben

din

g M

om

ent (in

-kips)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - C

olu

mn

#2 - Service L

imit S

tateDepth (ft)

02000

40006000

80001E

41.2E

41.4E

41.6E

4

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Case 5

Sh

ear Fo

rce (kips)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - C

olu

mn

#2 - Service L

imit S

tateDepth (ft)

-400-350

-300-250

-200-150

-100-50

050

100

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Case 5

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o================================================================================




================================================================================




Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6dName of output file: Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6oName of plot output file: Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6pName of runtime file: Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6r


Date: March 19, 2013 Time: 9:40:56

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for Drilled Pier 1-Column 2-Strength

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o

-------------------------------------------------------------------------------- Program Options--------------------------------------------------------------------------------














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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 2 18.800000 54.0000000


Section No. 1:














Page 3




Layer Soil Type Depth Eff. Unit Friction qu kpy Num. (p-y Curve Criteria) ft Wt., pcf Ang., deg. psi pci ----- ------------------------ ---------- ---------- -------------- ---------- ---------- 1 Sand (Reese, et al.) 8.500 62.600 32.000 -- 60.000 11.800 62.600 32.000 -- 60.000 2 Vuggy Limestone 11.800 77.600 -- 3000.000 -- 22.000 77.600 -- 3000.000 --

-------------------------------------------------------------------------------- Loading Type--------------------------------------------------------------------------------








Page 4


Section No. 1:









Page 5

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o kips ------ ------------------ 1 734.000 2 1073.000 3 1142.000 4 1260.000




Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 969.1059250 1550569480. 159.9983047 0.0001000 0.0000662 0.3554685 2.8950755 0.000001250 1938.1214576 1550497166. 93.5497209 0.0001169 0.0000494 0.4129819 3.3813899 0.000001875 2906.9899795 1550394656. 71.4226760 0.0001339 0.0000327 0.4700051 3.8689268 0.000002500 3875.6379480 1550255179. 60.3760189 0.0001509 0.0000159 0.5265335 4.3576864 0.000003125 4843.9917931 1550077374. 53.7615205 0.0001680 -0.000000745 0.5825623 4.8476691 0.000003750 5811.6008582 1549760229. 49.3626396 0.0001851 -0.0000174 0.6380810 5.3388245 0.000004375 6776.5686744 1548929983. 46.2277570 0.0002022 -0.0000340 0.6930558 5.8308904 0.000005000 7737.2535812 1547450716. 43.8810809 0.0002194 -0.0000506 0.7474548 6.3236067 0.000005625 8692.7226668 1545372919. 42.0588339 0.0002366 -0.0000672 0.8012567 6.8168035 0.000006250 9642.4534323 1542792549. 40.6030928 0.0002538 -0.0000837 0.8544483 7.3103731 0.000006875 10586. 1539799994. 39.4135310 0.0002710 -0.0001003 0.9070202 7.8042415 0.000007500 10586. 1411483327. 36.4708266 0.0002735 -0.0001315 0.9143595 7.8736798 C 0.000008125 10586. 1302907687. 35.3092392 0.0002869 -0.0001519 0.9545511 8.2561208 C 0.000008750 10586. 1209842852. 34.2820565 0.0003000 -0.0001725 0.9935227 8.6305593 C 0.000009375 10586. 1129186662. 33.3645875 0.0003128 -0.0001935 1.0313597 8.9975910 C 0.0000100 10586. 1058612496. 32.5414984 0.0003254 -0.0002146 1.0682382 9.3587344 C 0.0000106 10844. 1020617572. 31.7963385 0.0003378 -0.0002359 1.1041815 9.7140531 C 0.0000113 11136. 989904910. 31.1190802 0.0003501 -0.0002574 1.1393026 10.0645124 C 0.0000119 11417. 961459285. 30.4995011 0.0003622 -0.0002791 1.1736322 10.4102844 C 0.0000125 11688. 935025265. 29.9294750 0.0003741 -0.0003009 1.2072019 10.7515597 C 0.0000131 11950. 910474421. 29.4040300 0.0003859 -0.0003228 1.2401018 11.0891402 C 0.0000138 12204. 887597583. 28.9174169 0.0003976 -0.0003449 1.2723546 11.4231575 C 0.0000144 12452. 866211499. 28.4647000 0.0004092 -0.0003671 1.3039749 11.7536655 C 0.0000150 12693. 846223005. 28.0431125 0.0004206 -0.0003894 1.3350324 12.0813039 C 0.0000156 12930. 827526954. 27.6499862 0.0004320 -0.0004117 1.3655799 12.4065563 C 0.0000163 13163. 810017271. 27.2828433 0.0004433 -0.0004342 1.3956587 12.7298024 C 0.0000169 13390. 793464179. 26.9360837 0.0004545 -0.0004567 1.4251523 -13.1122729 C 0.0000175 13614. 777949343. 26.6118003 0.0004657 -0.0004793 1.4542665 -13.7624863 C 0.0000181 13835. 763303120. 26.3060124 0.0004768 -0.0005020 1.4829259 -14.4147334 C 0.0000188 14052. 749454115. 26.0169792 0.0004878 -0.0005247 1.5111410 -15.0689551 C

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 0.0000194 14267. 736376169. 25.7444646 0.0004988 -0.0005475 1.5389855 -15.7243727 C 0.0000200 14479. 723951510. 25.4853637 0.0005097 -0.0005703 1.5663834 -16.3818891 C 0.0000206 14689. 712180537. 25.2402096 0.0005206 -0.0005932 1.5934309 -17.0404558 C 0.0000213 14896. 700997336. 25.0073303 0.0005314 -0.0006161 1.6201072 -17.7003452 C 0.0000219 15101. 690330454. 24.7849724 0.0005422 -0.0006391 1.6463778 -18.3620018 C 0.0000225 15305. 680237575. 24.5754882 0.0005529 -0.0006621 1.6724245 -19.0233189 C 0.0000231 15506. 670518047. 24.3724689 0.0005636 -0.0006851 1.6979463 -19.6878943 C 0.0000238 15706. 661288803. 24.1804729 0.0005743 -0.0007082 1.7232396 -20.3522367 C 0.0000244 15905. 652492401. 23.9978992 0.0005849 -0.0007313 1.7482604 -21.0168787 C 0.0000256 16296. 635928750. 23.6528040 0.0006061 -0.0007776 1.7971618 -22.3511162 C 0.0000269 16682. 620740632. 23.3370948 0.0006272 -0.0008241 1.8449226 -23.6874705 C 0.0000281 17065. 606741463. 23.0466584 0.0006482 -0.0008706 1.8915407 -25.0261004 C 0.0000294 17442. 593768813. 22.7773386 0.0006691 -0.0009172 1.9369673 -26.3677985 C 0.0000306 17816. 581746252. 22.5287459 0.0006899 -0.0009638 1.9813610 -27.7106137 C 0.0000319 18186. 570551136. 22.2976048 0.0007107 -0.0010105 2.0246712 -29.0553203 C 0.0000331 18553. 560087866. 22.0817865 0.0007315 -0.0010573 2.0668967 -30.4020650 C 0.0000344 18918. 550341770. 21.8829604 0.0007522 -0.0011040 2.1082771 -31.7475175 C 0.0000356 19278. 541140301. 21.6937422 0.0007728 -0.0011509 2.1484160 -33.0974591 C 0.0000369 19637. 532515760. 21.5181688 0.0007935 -0.0011978 2.1876883 -34.4465269 C 0.0000381 19993. 524417613. 21.3552905 0.0008142 -0.0012446 2.2261175 -35.7942881 C 0.0000394 20346. 516730744. 21.1996081 0.0008347 -0.0012915 2.2633902 -37.1456414 C 0.0000406 20697. 509468620. 21.0538188 0.0008553 -0.0013384 2.2997655 -38.4966258 C 0.0000419 21047. 502604683. 20.9178286 0.0008759 -0.0013853 2.3352991 -39.8462806 C 0.0000431 21394. 496103951. 20.7907954 0.0008966 -0.0014321 2.3699854 -41.1945926 C 0.0000444 21739. 489884047. 20.6679448 0.0009171 -0.0014791 2.4035261 -42.5467325 C 0.0000456 22081. 483972307. 20.5528303 0.0009377 -0.0015260 2.4362224 -43.8975426 C 0.0000469 22422. 478344047. 20.4448683 0.0009584 -0.0015729 2.4680706 -45.2469758 C 0.0000481 22762. 472976851. 20.3435117 0.0009790 -0.0016197 2.4990649 -46.5950176 C 0.0000494 23100. 467849921. 20.2482083 0.0009998 -0.0016665 2.5291951 -47.9417403 C 0.0000506 23435. 462913400. 20.1554690 0.0010204 -0.0017134 2.5582380 -49.2916081 C 0.0000519 23768. 458185731. 20.0681559 0.0010410 -0.0017602 2.5864240 -50.6400365 C 0.0000531 24100. 453651860. 19.9858965 0.0010618 -0.0018070 2.6137472 -51.9870093 C 0.0000544 24431. 449298109. 19.9083529 0.0010825 -0.0018537 2.6402012 -53.3325096 C 0.0000556 24759. 445112024. 19.8352178 0.0011033 -0.0019004 2.6657799 -54.6765204 C 0.0000569 25087. 441082242. 19.7662111 0.0011242 -0.0019470 2.6904769 -56.0190241 C 0.0000581 25412. 437195598. 19.7007321 0.0011451 -0.0019936 2.7142629 -57.3605846 C 0.0000594 25735. 433429295. 19.6368438 0.0011659 -0.0020403 2.7370228 -58.7041531 C 0.0000606 26056. 429792179. 19.5764880 0.0011868 -0.0020869 2.7588948 -60.0000000 CY 0.0000619 26376. 426276117. 19.5194618 0.0012078 -0.0021335 2.7798723 -60.0000000 CY 0.0000631 26694. 422873614. 19.4655788 0.0012288 -0.0021800 2.7999482 -60.0000000 CY 0.0000644 27010. 419577751. 19.4146673 0.0012498 -0.0022264 2.8191153 -60.0000000 CY 0.0000656 27325. 416382128. 19.3665691 0.0012709 -0.0022728 2.8373665 -60.0000000 CY 0.0000669 27638. 413280821. 19.3211378 0.0012921 -0.0023191 2.8546943 -60.0000000 CY 0.0000681 27950. 410268329. 19.2782385 0.0013133 -0.0023654 2.8710911 -60.0000000 CY 0.0000694 28259. 407339543. 19.2377459 0.0013346 -0.0024116 2.8865492 -60.0000000 CY 0.0000706 28567. 404489708. 19.1995443 0.0013560 -0.0024578 2.9010608 -60.0000000 CY 0.0000719 28873. 401712998. 19.1632485 0.0013774 -0.0025039 2.9146055 -60.0000000 CY 0.0000731 29177. 399000959. 19.1278488 0.0013987 -0.0025500 2.9271391 -60.0000000 CY 0.0000744 29479. 396356203. 19.0945089 0.0014202 -0.0025961 2.9387124 -60.0000000 CY 0.0000794 30669. 386376104. 18.9799940 0.0015065 -0.0027797 2.9752242 -60.0000000 CY 0.0000844 31731. 376076830. 18.8735527 0.0015925 -0.0029638 2.9954119 -60.0000000 CY 0.0000894 32474. 363346607. 18.7345435 0.0016744 -0.0031519 2.9988808 -60.0000000 CY 0.0000944 33103. 350756660. 18.6027236 0.0017556 -0.0033406 2.9999680 -60.0000000 CY 0.0000994 33679. 338912706. 18.4841016 0.0018369 -0.0035294 2.9983610 -60.0000000 CY 0.0001044 34063. 326349380. 18.3474793 0.0019150 -0.0037212 2.9990847 -60.0000000 CY 0.0001094 34387. 314399746. 18.2215097 0.0019930 -0.0039133 2.9993259 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 0.0001144 34699. 303380283. 18.1136351 0.0020717 -0.0041045 2.9992957 -60.0000000 CY 0.0001194 34997. 293167419. 18.0169067 0.0021508 -0.0042955 2.9989389 60.0000000 CY 0.0001244 35283. 283685744. 17.9326973 0.0022304 -0.0044859 2.9980896 60.0000000 CY 0.0001294 35546. 274748345. 17.8564546 0.0023102 -0.0046761 2.9973150 60.0000000 CY 0.0001344 35729. 265888194. 17.7710643 0.0023880 -0.0048683 2.9999371 60.0000000 CY 0.0001394 35846. 257187795. 17.6791543 0.0024640 -0.0050622 2.9986193 60.0000000 CY 0.0001444 35957. 249055352. 17.5967639 0.0025405 -0.0052557 2.9978386 60.0000000 CY 0.0001494 36063. 241429186. 17.5210863 0.0026172 -0.0054490 2.9993181 60.0000000 CY 0.0001544 36164. 234262327. 17.4498049 0.0026938 -0.0056424 2.9962147 60.0000000 CY 0.0001594 36261. 227522458. 17.3857867 0.0027709 -0.0058354 2.9993228 60.0000000 CY 0.0001644 36355. 221172739. 17.3282196 0.0028483 -0.0060279 2.9965782 60.0000000 CY 0.0001694 36446. 215178992. 17.2765216 0.0029262 -0.0062200 2.9987343 60.0000000 CY 0.0001744 36534. 209514523. 17.2298235 0.0030045 -0.0064118 2.9988502 60.0000000 CY 0.0001794 36619. 204147928. 17.1881501 0.0030831 -0.0066031 2.9969831 60.0000000 CY 0.0001844 36702. 199061811. 17.1503704 0.0031621 -0.0067942 2.9997578 60.0000000 CY 0.0001894 36782. 194230131. 17.1166427 0.0032415 -0.0069848 2.9952565 60.0000000 CY 0.0001944 36859. 189630528. 17.0859146 0.0033211 -0.0071752 2.9977872 60.0000000 CY 0.0001994 36932. 185238096. 17.0569237 0.0034007 -0.0073655 2.9999035 60.0000000 CY 0.0002044 36991. 180996125. 17.0268134 0.0034799 -0.0075564 2.9947417 60.0000000 CY 0.0002094 37033. 176876280. 16.9916965 0.0035576 -0.0077486 2.9966588 60.0000000 CY 0.0002144 37062. 172886115. 16.9521282 0.0036341 -0.0079421 2.9992810 60.0000000 CY 0.0002194 37077. 169011387. 16.9092338 0.0037095 -0.0081368 2.9994161 60.0000000 CY 0.0002244 37089. 165297391. 16.8688664 0.0037850 -0.0083313 2.9935506 60.0000000 CY 0.0002294 37089. 161694178. 16.8804863 0.0038720 -0.0085143 2.9968357 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 945.9802075 1513568332. 223.6651491 0.0001398 0.0001060 0.4909104 4.0490371 0.000001250 1891.8601143 1513488091. 125.3843606 0.0001567 0.0000892 0.5469285 4.5353956 0.000001875 2837.5894704 1513381051. 92.6471222 0.0001737 0.0000725 0.6024558 5.0230060 0.000002500 3783.0929611 1513237184. 76.2957747 0.0001907 0.0000557 0.6574877 5.5118687 0.000003125 4728.2952422 1513054477. 66.4987874 0.0002078 0.0000391 0.7120192 6.0019839 0.000003750 5673.1209301 1512832248. 59.9789842 0.0002249 0.0000224 0.7660454 6.4933520 0.000004375 6617.4945919 1512570192. 55.3318619 0.0002421 0.000005827 0.8195614 6.9859737 0.000005000 7561.2935098 1512258702. 51.8551260 0.0002593 -0.0000107 0.8725617 7.4798433 0.000005625 8503.6090397 1511752718. 49.1579369 0.0002765 -0.0000272 0.9250292 7.9748447 0.000006250 9442.9614165 1510873827. 47.0052562 0.0002938 -0.0000437 0.9769372 8.4707652 0.000006875 10378. 1509559698. 45.2476764 0.0003111 -0.0000602 1.0282635 8.9674242 0.000007500 11309. 1507816731. 43.7858000 0.0003284 -0.0000766 1.0789914 9.4646865 0.000008125 12234. 1505680719. 42.5509697 0.0003457 -0.0000930 1.1291087 9.9624535 0.000008750 13153. 1503196574. 41.4942524 0.0003631 -0.0001094 1.1786064 10.4606541 0.000009375 13153. 1402983469. 39.2662664 0.0003681 -0.0001381 1.1925395 10.6021100 C 0.0000100 13153. 1315297002. 38.2358126 0.0003824 -0.0001576 1.2324246 11.0100855 C 0.0000106 13153. 1237926590. 37.3037015 0.0003964 -0.0001774 1.2711867 11.4110091 C 0.0000113 13277. 1180219655. 36.4563671 0.0004101 -0.0001974 1.3089362 11.8058023 C 0.0000119 13651. 1149572484. 35.6789931 0.0004237 -0.0002176 1.3456461 12.1939718 C 0.0000125 14008. 1120634892. 34.9655533 0.0004371 -0.0002379 1.3814878 12.5771381 C 0.0000131 14349. 1093271480. 34.3074591 0.0004503 -0.0002585 1.4164955 12.9555078 C 0.0000138 14676. 1067309762. 33.6969170 0.0004633 -0.0002792 1.4506751 13.3289830 C 0.0000144 14990. 1042779083. 33.1299320 0.0004762 -0.0003000 1.4841240 13.6984842 C 0.0000150 15294. 1019590582. 32.6018341 0.0004890 -0.0003210 1.5168840 14.0643479 C

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 0.0000156 15588. 997636656. 32.1083284 0.0005017 -0.0003421 1.5489805 14.4267426 C 0.0000163 15873. 976777026. 31.6450182 0.0005142 -0.0003633 1.5804071 14.7854774 C 0.0000169 16149. 956960133. 31.2092591 0.0005267 -0.0003846 1.6112042 15.1408999 C 0.0000175 16418. 938161173. 30.7992687 0.0005390 -0.0004060 1.6414319 15.4936039 C 0.0000181 16681. 920332784. 30.4132168 0.0005512 -0.0004275 1.6711348 15.8440284 C 0.0000188 16938. 903342152. 30.0478419 0.0005634 -0.0004491 1.7002801 16.1917016 C 0.0000194 17188. 887114683. 29.7009260 0.0005755 -0.0004708 1.7288654 16.5365015 C 0.0000200 17435. 871726464. 29.3735618 0.0005875 -0.0004925 1.7570321 16.8800659 C 0.0000206 17675. 856960046. 29.0608981 0.0005994 -0.0005144 1.7846354 17.2205560 C 0.0000213 17912. 842902676. 28.7644327 0.0006112 -0.0005363 1.8118210 17.5596942 C 0.0000219 18144. 829449304. 28.4817663 0.0006230 -0.0005582 1.8385420 17.8968393 C 0.0000225 18373. 816578150. 28.2121794 0.0006348 -0.0005802 1.8648257 18.2322721 C 0.0000231 18598. 804249211. 27.9547557 0.0006465 -0.0006023 1.8906842 18.5660894 C 0.0000238 18821. 792447673. 27.7090401 0.0006581 -0.0006244 1.9161483 18.8986389 C 0.0000244 19039. 781092651. 27.4730902 0.0006697 -0.0006466 1.9411659 19.2291845 C 0.0000256 19469. 759767152. 27.0316647 0.0006927 -0.0006911 1.9901034 19.8872620 C 0.0000269 19890. 740088458. 26.6263155 0.0007156 -0.0007357 2.0376043 -21.1239341 C 0.0000281 20302. 721843696. 26.2520355 0.0007383 -0.0007804 2.0836778 -22.4117147 C 0.0000294 20705. 704837694. 25.9039062 0.0007609 -0.0008253 2.1282895 -23.7043539 C 0.0000306 21102. 689048367. 25.5825901 0.0007835 -0.0008703 2.1716931 -24.9984183 C 0.0000319 21491. 674239358. 25.2815866 0.0008059 -0.0009154 2.2136954 -26.2970021 C 0.0000331 21876. 660403976. 25.0018733 0.0008282 -0.0009606 2.2545183 -27.5969567 C 0.0000344 22254. 647391912. 24.7394355 0.0008504 -0.0010058 2.2940652 -28.8999689 C 0.0000356 22628. 635182783. 24.4947242 0.0008726 -0.0010511 2.3324918 -30.2036942 C 0.0000369 22996. 623631577. 24.2633015 0.0008947 -0.0010965 2.3696381 -31.5109506 C 0.0000381 23362. 612786261. 24.0484686 0.0009168 -0.0011419 2.4058091 -32.8166431 C 0.0000394 23722. 602454161. 23.8429535 0.0009388 -0.0011874 2.4406416 -34.1272715 C 0.0000406 24078. 592698396. 23.6508698 0.0009608 -0.0012329 2.4744711 -35.4369752 C 0.0000419 24433. 583466594. 23.4709523 0.0009828 -0.0012784 2.5072889 -36.7458309 C 0.0000431 24781. 574628695. 23.2978154 0.0010047 -0.0013240 2.5388222 -38.0592508 C 0.0000444 25127. 566245436. 23.1356629 0.0010266 -0.0013696 2.5693887 -39.3710875 C 0.0000456 25471. 558278934. 22.9836038 0.0010486 -0.0014151 2.5989812 -40.6813254 C 0.0000469 25811. 550631912. 22.8371271 0.0010705 -0.0014608 2.6273671 -41.9949992 C 0.0000481 26147. 543323812. 22.6983373 0.0010924 -0.0015064 2.6547158 -43.3085641 C 0.0000494 26482. 536346556. 22.5677135 0.0011143 -0.0015520 2.6810895 -44.6204989 C 0.0000506 26815. 529675172. 22.4446628 0.0011363 -0.0015975 2.7064810 -45.9307856 C 0.0000519 27143. 523244724. 22.3257511 0.0011581 -0.0016431 2.7307170 -47.2437670 C 0.0000531 27469. 517063247. 22.2123515 0.0011800 -0.0016887 2.7539041 -48.5568770 C 0.0000544 27793. 511130048. 22.1052398 0.0012020 -0.0017343 2.7761062 -49.8682936 C 0.0000556 28114. 505427955. 22.0040044 0.0012240 -0.0017798 2.7973152 -51.1779966 C 0.0000569 28434. 499941290. 21.9082702 0.0012460 -0.0018252 2.8175233 -52.4859654 C 0.0000581 28750. 494632017. 21.8157306 0.0012680 -0.0018707 2.8366244 -53.7954903 C 0.0000594 29064. 489496183. 21.7267504 0.0012900 -0.0019162 2.8546536 -55.1055952 C 0.0000606 29375. 484539060. 21.6424632 0.0013121 -0.0019617 2.8716762 -56.4139005 C 0.0000619 29684. 479749398. 21.5625975 0.0013342 -0.0020071 2.8876836 -57.7203827 C 0.0000631 29992. 475116826. 21.4869040 0.0013564 -0.0020524 2.9026671 -59.0250174 C 0.0000644 30297. 470631771. 21.4151530 0.0013786 -0.0020976 2.9166180 -60.0000000 CY 0.0000656 30600. 466285379. 21.3471327 0.0014009 -0.0021428 2.9295271 -60.0000000 CY 0.0000669 30900. 462051868. 21.2807477 0.0014232 -0.0021881 2.9413200 -60.0000000 CY 0.0000681 31197. 457936671. 21.2171369 0.0014454 -0.0022333 2.9520445 -60.0000000 CY 0.0000694 31492. 453939067. 21.1568109 0.0014678 -0.0022785 2.9617163 -60.0000000 CY 0.0000706 31785. 450052390. 21.0996100 0.0014902 -0.0023236 2.9703255 -60.0000000 CY 0.0000719 32076. 446270423. 21.0453860 0.0015126 -0.0023686 2.9778620 -60.0000000 CY 0.0000731 32364. 442587368. 20.9940013 0.0015352 -0.0024136 2.9843156 -60.0000000 CY 0.0000744 32650. 438997803. 20.9453281 0.0015578 -0.0024584 2.9896756 -60.0000000 CY 0.0000794 33772. 425473910. 20.7748795 0.0016490 -0.0026372 2.9999597 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 0.0000844 34851. 413047589. 20.6348252 0.0017411 -0.0028152 2.9999539 -60.0000000 CY 0.0000894 35822. 400801490. 20.5134030 0.0018334 -0.0029929 2.9996614 -60.0000000 CY 0.0000944 36533. 387101563. 20.3755741 0.0019229 -0.0031733 2.9981114 -60.0000000 CY 0.0000994 37076. 373091145. 20.2351950 0.0020109 -0.0033554 2.9992886 -60.0000000 CY 0.0001044 37595. 360189550. 20.1126601 0.0020993 -0.0035370 2.9997987 60.0000000 CY 0.0001094 38015. 347566403. 19.9924063 0.0021867 -0.0037196 2.9999284 60.0000000 CY 0.0001144 38298. 334844897. 19.8626770 0.0022718 -0.0039045 2.9998814 60.0000000 CY 0.0001194 38557. 322987717. 19.7473450 0.0023573 -0.0040889 2.9996542 60.0000000 CY 0.0001244 38803. 311985430. 19.6429378 0.0024431 -0.0042732 2.9989882 60.0000000 CY 0.0001294 39040. 301756950. 19.5496656 0.0025292 -0.0044570 2.9974673 60.0000000 CY 0.0001344 39269. 292231802. 19.4680467 0.0026160 -0.0046402 2.9994046 60.0000000 CY 0.0001394 39488. 283322028. 19.3964956 0.0027034 -0.0048229 2.9994814 60.0000000 CY 0.0001444 39673. 274792562. 19.3260040 0.0027902 -0.0050061 2.9969851 60.0000000 CY 0.0001494 39796. 266418066. 19.2471922 0.0028750 -0.0051912 2.9999134 60.0000000 CY 0.0001544 39879. 258325094. 19.1659776 0.0029587 -0.0053775 2.9971565 60.0000000 CY 0.0001594 39956. 250701432. 19.0860943 0.0030418 -0.0055644 2.9998450 60.0000000 CY 0.0001644 40029. 243522272. 19.0136300 0.0031254 -0.0057509 2.9957428 60.0000000 CY 0.0001694 40100. 236753247. 18.9474209 0.0032092 -0.0059370 2.9993011 60.0000000 CY 0.0001744 40169. 230359080. 18.8869626 0.0032934 -0.0061228 2.9975050 60.0000000 CY 0.0001794 40235. 224307546. 18.8318894 0.0033780 -0.0063083 2.9974587 60.0000000 CY 0.0001844 40300. 218575567. 18.7812318 0.0034628 -0.0064935 2.9998194 60.0000000 CY 0.0001894 40362. 213134202. 18.7350985 0.0035480 -0.0066783 2.9953172 60.0000000 CY 0.0001944 40423. 207963942. 18.6927936 0.0036334 -0.0068628 2.9975255 60.0000000 CY 0.0001994 40482. 203046386. 18.6537932 0.0037191 -0.0070471 2.9997835 60.0000000 CY 0.0002044 40539. 198358341. 18.6170492 0.0038049 -0.0072314 2.9960052 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 941.2046723 1505927476. 236.8125674 0.0001480 0.0001143 0.5184361 4.2873340 0.000001250 1882.3069836 1505845587. 131.9583285 0.0001649 0.0000974 0.5741454 4.7737019 0.000001875 2823.2579918 1505737596. 97.0300551 0.0001819 0.0000807 0.6293639 5.2613280 0.000002500 3763.9820056 1505592802. 79.5832764 0.0001990 0.0000640 0.6840867 5.7502125 0.000003125 4704.4033037 1505409057. 69.1290996 0.0002160 0.0000473 0.7383089 6.2403559 0.000003750 5644.4461250 1505185633. 62.1712277 0.0002331 0.0000306 0.7920257 6.7317585 0.000004375 6584.0346580 1504922208. 57.2112487 0.0002503 0.0000140 0.8452321 7.2244209 0.000005000 7523.0927296 1504618546. 53.4999570 0.0002675 -0.000002500 0.8979233 7.7183438 0.000005625 8461.2608122 1504224144. 50.6208895 0.0002847 -0.0000190 0.9500901 8.2134888 0.000006250 9397.2528529 1503560456. 48.3234143 0.0003020 -0.0000355 1.0017098 8.7096813 0.000006875 10330. 1502514390. 46.4479459 0.0003193 -0.0000519 1.0527584 9.2067280 0.000007500 11258. 1501058126. 44.8882756 0.0003367 -0.0000683 1.1032170 9.7044750 0.000008125 12181. 1499207379. 43.5710338 0.0003540 -0.0000847 1.1530713 10.2028061 0.000008750 13099. 1496996875. 42.4439358 0.0003714 -0.0001011 1.2023106 10.7016362 0.000009375 13099. 1397197084. 40.3763356 0.0003785 -0.0001277 1.2220873 10.9039098 C 0.0000100 13099. 1309872266. 39.3057976 0.0003931 -0.0001469 1.2624622 11.3203811 C 0.0000106 13195. 1241901067. 38.3382700 0.0004073 -0.0001664 1.3017000 11.7297856 C 0.0000113 13615. 1210262687. 37.4587850 0.0004214 -0.0001861 1.3398916 12.1328411 C 0.0000119 14012. 1179927226. 36.6530383 0.0004353 -0.0002060 1.3770445 12.5294088 C 0.0000125 14389. 1151154948. 35.9138623 0.0004489 -0.0002261 1.4133094 12.9209001 C 0.0000131 14748. 1123628010. 35.2296778 0.0004624 -0.0002464 1.4486305 13.3065272 C 0.0000138 15091. 1097514394. 34.5962379 0.0004757 -0.0002668 1.4831428 13.6875874 C 0.0000144 15421. 1072731063. 34.0075971 0.0004889 -0.0002874 1.5168851 14.0643608 C

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 0.0000150 15738. 1049217099. 33.4590230 0.0005019 -0.0003081 1.5499037 14.4372250 C 0.0000156 16045. 1026905702. 32.9464307 0.0005148 -0.0003290 1.5822388 14.8065077 C 0.0000163 16343. 1005716443. 32.4661129 0.0005276 -0.0003499 1.6139190 15.1724182 C 0.0000169 16632. 985581830. 32.0150212 0.0005403 -0.0003710 1.6449766 15.5352198 C 0.0000175 16913. 966451752. 31.5907659 0.0005528 -0.0003922 1.6754523 15.8952887 C 0.0000181 17185. 948117927. 31.1884308 0.0005653 -0.0004135 1.7052605 16.2515001 C 0.0000188 17450. 930685800. 30.8087093 0.0005777 -0.0004348 1.7345412 16.6054232 C 0.0000194 17711. 914120547. 30.4502619 0.0005900 -0.0004563 1.7633397 16.9575347 C 0.0000200 17965. 898231387. 30.1088308 0.0006022 -0.0004778 1.7915556 17.3065219 C 0.0000206 18213. 883068517. 29.7847553 0.0006143 -0.0004994 1.8192873 17.6535130 C 0.0000213 18458. 868619881. 29.4775243 0.0006264 -0.0005211 1.8465897 17.9991369 C 0.0000219 18697. 854702653. 29.1829120 0.0006384 -0.0005429 1.8733296 18.3416285 C 0.0000225 18933. 841482086. 28.9043182 0.0006503 -0.0005647 1.8997385 18.6838927 C 0.0000231 19163. 828685241. 28.6354583 0.0006622 -0.0005866 1.9255635 19.0225854 C 0.0000238 19392. 816522376. 28.3810735 0.0006741 -0.0006084 1.9510986 19.3615019 C 0.0000244 19616. 804743465. 28.1351578 0.0006858 -0.0006305 1.9760873 19.6971834 C 0.0000256 20056. 782654127. 27.6763505 0.0007092 -0.0006745 2.0250018 20.3663443 C 0.0000269 20485. 762231951. 27.2546070 0.0007325 -0.0007188 2.0724109 21.0311282 C 0.0000281 20903. 743211398. 26.8632031 0.0007555 -0.0007632 2.1182382 -21.9132311 C 0.0000294 21313. 725541103. 26.5013405 0.0007785 -0.0008078 2.1626897 -23.1954144 C 0.0000306 21717. 709117224. 26.1671328 0.0008014 -0.0008524 2.2058825 -24.4792714 C 0.0000319 22111. 693668533. 25.8530152 0.0008241 -0.0008972 2.2475727 -25.7687877 C 0.0000331 22500. 679250761. 25.5618518 0.0008467 -0.0009420 2.2880942 -27.0590273 C 0.0000344 22882. 665666401. 25.2880995 0.0008693 -0.0009870 2.3272691 -28.3530195 C 0.0000356 23260. 652918156. 25.0329104 0.0008918 -0.0010320 2.3652964 -29.6476807 C 0.0000369 23631. 640849957. 24.7916139 0.0009142 -0.0010771 2.4020114 -30.9459865 C 0.0000381 24000. 629516836. 24.5675365 0.0009366 -0.0011221 2.4377173 -32.2427486 C 0.0000394 24361. 618701100. 24.3527399 0.0009589 -0.0011674 2.4720240 -33.5451588 C 0.0000406 24720. 608500652. 24.1525384 0.0009812 -0.0012126 2.5053344 -34.8459468 C 0.0000419 25075. 598816483. 23.9635760 0.0010035 -0.0012578 2.5375165 -36.1476010 C 0.0000431 25425. 589569161. 23.7831913 0.0010257 -0.0013031 2.5684734 -37.4522275 C 0.0000444 25773. 580796996. 23.6142443 0.0010479 -0.0013484 2.5984340 -38.7552130 C 0.0000456 26118. 572439216. 23.4546677 0.0010701 -0.0013936 2.6273236 -40.0580490 C 0.0000469 26457. 564411349. 23.3009195 0.0010922 -0.0014390 2.6549782 -41.3645311 C 0.0000481 26794. 556758451. 23.1563546 0.0011144 -0.0014844 2.6816356 -42.6693438 C 0.0000494 27129. 549451528. 23.0202877 0.0011366 -0.0015296 2.7072883 -43.9724691 C 0.0000506 27461. 542432064. 22.8900814 0.0011588 -0.0015749 2.7318158 -45.2768554 C 0.0000519 27788. 535674313. 22.7649651 0.0011809 -0.0016203 2.7552057 -46.5830242 C 0.0000531 28114. 529196098. 22.6468590 0.0012031 -0.0016656 2.7775882 -47.8874640 C 0.0000544 28437. 522977664. 22.5352922 0.0012254 -0.0017109 2.7989552 -49.1901547 C 0.0000556 28758. 517001018. 22.4298368 0.0012477 -0.0017561 2.8192983 -50.4910756 C 0.0000569 29075. 511210397. 22.3271630 0.0012699 -0.0018014 2.8384668 -51.7950543 C 0.0000581 29389. 505623799. 22.2292833 0.0012921 -0.0018467 2.8565784 -53.0983955 C 0.0000594 29702. 500237103. 22.1365878 0.0013144 -0.0018919 2.8736610 -54.3999065 C 0.0000606 30012. 495037492. 22.0487694 0.0013367 -0.0019370 2.8897058 -55.6995634 C 0.0000619 30320. 490013171. 21.9655460 0.0013591 -0.0019821 2.9047038 -56.9973419 C 0.0000631 30625. 485153270. 21.8866584 0.0013816 -0.0020272 2.9186460 -58.2932171 C 0.0000644 30927. 480423530. 21.8095953 0.0014040 -0.0020723 2.9314418 -59.5914056 C 0.0000656 31227. 475834241. 21.7358775 0.0014264 -0.0021173 2.9431569 -60.0000000 CY 0.0000669 31524. 471383702. 21.6659428 0.0014489 -0.0021623 2.9538066 -60.0000000 CY 0.0000681 31819. 467063826. 21.5995978 0.0014715 -0.0022073 2.9633808 -60.0000000 CY 0.0000694 32111. 462867097. 21.5366632 0.0014941 -0.0022521 2.9718696 -60.0000000 CY 0.0000706 32402. 458786519. 21.4769732 0.0015168 -0.0022969 2.9792626 -60.0000000 CY 0.0000719 32690. 454815571. 21.4203737 0.0015396 -0.0023417 2.9855493 -60.0000000 CY 0.0000731 32976. 450948166. 21.3667218 0.0015624 -0.0023863 2.9907188 -60.0000000 CY 0.0000744 33259. 447174061. 21.3152891 0.0015853 -0.0024309 2.9947533 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 0.0000794 34363. 432916762. 21.1301060 0.0016772 -0.0026090 2.9995206 -60.0000000 CY 0.0000844 35425. 419851193. 20.9831611 0.0017705 -0.0027858 2.9994272 -60.0000000 CY 0.0000894 36412. 407409965. 20.8623243 0.0018646 -0.0029617 2.9986672 -60.0000000 CY 0.0000944 37171. 393869530. 20.7299350 0.0019564 -0.0031399 2.9999202 -60.0000000 CY 0.0000994 37713. 379500081. 20.5822370 0.0020454 -0.0033209 2.9980615 -60.0000000 CY 0.0001044 38220. 366183777. 20.4563306 0.0021351 -0.0035011 2.9987101 60.0000000 CY 0.0001094 38679. 353634320. 20.3442144 0.0022251 -0.0036811 2.9990826 60.0000000 CY 0.0001144 38980. 340812685. 20.2168164 0.0023123 -0.0038640 2.9988824 60.0000000 CY 0.0001194 39229. 328622105. 20.0925835 0.0023986 -0.0040477 2.9981297 60.0000000 CY 0.0001244 39468. 317334590. 19.9839797 0.0024855 -0.0042307 2.9974207 60.0000000 CY 0.0001294 39699. 306852095. 19.8889120 0.0025731 -0.0044131 2.9999856 60.0000000 CY 0.0001344 39921. 297086869. 19.8058509 0.0026614 -0.0045948 2.9993360 60.0000000 CY 0.0001394 40136. 287971443. 19.7329919 0.0027503 -0.0047760 2.9972072 60.0000000 CY 0.0001444 40333. 279365930. 19.6630526 0.0028389 -0.0049574 2.9999890 60.0000000 CY 0.0001494 40483. 271016702. 19.5880118 0.0029260 -0.0051403 2.9983310 60.0000000 CY 0.0001544 40580. 262865722. 19.5056256 0.0030112 -0.0053251 2.9995552 60.0000000 CY 0.0001594 40654. 255083287. 19.4256459 0.0030960 -0.0055103 2.9978541 60.0000000 CY 0.0001644 40726. 247759897. 19.3523317 0.0031810 -0.0056952 2.9999614 60.0000000 CY 0.0001694 40794. 240850419. 19.2857825 0.0032665 -0.0058797 2.9960753 60.0000000 CY 0.0001744 40861. 234325861. 19.2247377 0.0033523 -0.0060639 2.9993922 60.0000000 CY 0.0001794 40925. 228152420. 19.1688134 0.0034384 -0.0062478 2.9973223 60.0000000 CY 0.0001844 40985. 222290927. 19.1130726 0.0035240 -0.0064323 2.9970696 60.0000000 CY 0.0001894 41044. 216731881. 19.0615720 0.0036098 -0.0066165 2.9996401 60.0000000 CY 0.0001944 41100. 211449476. 19.0143357 0.0036959 -0.0068003 2.9967629 60.0000000 CY 0.0001994 41156. 206423661. 18.9709497 0.0037823 -0.0069839 2.9961780 60.0000000 CY 0.0002044 41156. 201373541. 18.9767647 0.0038784 -0.0071579 2.9996512 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 932.9820437 1492771270. 259.4501087 0.0001622 0.0001284 0.5654748 4.6976395 0.000001250 1865.8581671 1492686534. 143.2775508 0.0001791 0.0001116 0.6206524 5.1840237 0.000001875 2798.5816743 1492576893. 104.5767052 0.0001961 0.0000948 0.6753390 5.6716771 0.000002500 3731.0762165 1492430487. 85.2437913 0.0002131 0.0000781 0.7295296 6.1605999 0.000003125 4663.2654142 1492244933. 73.6580539 0.0002302 0.0000614 0.7832195 6.6507924 0.000003750 5595.0728469 1492019426. 65.9459090 0.0002473 0.0000448 0.8364035 7.1422551 0.000004375 6526.4220428 1491753610. 60.4472500 0.0002645 0.0000282 0.8890768 7.6349886 0.000005000 7457.2364685 1491447294. 56.3320243 0.0002817 0.0000117 0.9412344 8.1289935 0.000005625 8387.4369720 1491099906. 53.1390901 0.0002989 -0.000004843 0.9928713 8.6242703 0.000006250 9316.5937682 1490655003. 50.5914939 0.0003162 -0.0000213 1.0439775 9.1207707 0.000006875 10243. 1489961773. 48.5123949 0.0003335 -0.0000377 1.0945313 9.6183275 0.000007500 11167. 1488927613. 46.7838628 0.0003509 -0.0000541 1.1445110 10.1167652 0.000008125 12086. 1487524776. 45.3243917 0.0003683 -0.0000705 1.1938990 10.6159411 0.000008750 13000. 1485761119. 44.0758876 0.0003857 -0.0000868 1.2426816 11.1157440 0.000009375 13909. 1483661834. 42.9958471 0.0004031 -0.0001032 1.2908482 11.6160897 0.0000100 13909. 1390932970. 41.0844704 0.0004108 -0.0001292 1.3118252 11.8361964 C 0.0000106 13909. 1309113383. 40.0572890 0.0004256 -0.0001481 1.3517996 12.2594584 C 0.0000113 14123. 1255358671. 39.1237170 0.0004401 -0.0001674 1.3906740 12.6760252 C 0.0000119 14558. 1225900470. 38.2694007 0.0004544 -0.0001868 1.4284843 13.0860436 C 0.0000125 14971. 1197685871. 37.4857692 0.0004686 -0.0002064 1.4653609 13.4907163 C 0.0000131 15363. 1170477156. 36.7611094 0.0004825 -0.0002263 1.5012661 13.8894285 C 0.0000138 15737. 1144495262. 36.0904759 0.0004962 -0.0002463 1.5363282 14.2834148 C

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 0.0000144 16095. 1119672167. 35.4672391 0.0005098 -0.0002664 1.5705775 14.6728490 C 0.0000150 16439. 1095950147. 34.8859354 0.0005233 -0.0002867 1.6040453 15.0579318 C 0.0000156 16770. 1073279413. 34.3420368 0.0005366 -0.0003072 1.6367647 15.4388916 C 0.0000163 17089. 1051627267. 33.8319278 0.0005498 -0.0003277 1.6687761 15.8160584 C 0.0000169 17398. 1030972149. 33.3527236 0.0005628 -0.0003484 1.7001264 16.1898578 C 0.0000175 17697. 1011271483. 32.9017051 0.0005758 -0.0003692 1.7308506 16.5605903 C 0.0000181 17989. 992477907. 32.4764568 0.0005886 -0.0003901 1.7609791 16.9285189 C 0.0000188 18273. 974553589. 32.0750360 0.0006014 -0.0004111 1.7905479 17.2939884 C 0.0000194 18549. 957343053. 31.6936936 0.0006141 -0.0004322 1.8194998 17.6561879 C 0.0000200 18817. 940863398. 31.3316593 0.0006266 -0.0004534 1.8478949 18.0157624 C 0.0000206 19081. 925158568. 30.9890288 0.0006391 -0.0004746 1.8758268 18.3738191 C 0.0000213 19338. 910030327. 30.6615387 0.0006516 -0.0004959 1.9031792 18.7287858 C 0.0000219 19590. 895554327. 30.3500125 0.0006639 -0.0005173 1.9300628 19.0820079 C 0.0000225 19838. 881687426. 30.0533128 0.0006762 -0.0005388 1.9564920 19.4336117 C 0.0000231 20080. 868320644. 29.7688015 0.0006884 -0.0005603 1.9824002 19.7826338 C 0.0000238 20319. 855541286. 29.4981310 0.0007006 -0.0005819 2.0079259 20.1308753 C 0.0000244 20553. 843186340. 29.2375156 0.0007127 -0.0006036 2.0329329 20.4764126 C 0.0000256 21011. 819929012. 28.7499422 0.0007367 -0.0006470 2.0817560 21.1641571 C 0.0000269 21456. 798363326. 28.3011602 0.0007606 -0.0006907 2.1289654 21.8467856 C 0.0000281 21889. 778259371. 27.8853012 0.0007843 -0.0007345 2.1745514 22.5237301 C 0.0000294 22310. 759490539. 27.4990838 0.0008078 -0.0007785 2.2185956 23.1957755 C 0.0000306 22724. 741997551. 27.1413983 0.0008312 -0.0008225 2.2612651 23.8651607 C 0.0000319 23129. 725615674. 26.8082772 0.0008545 -0.0008667 2.3025398 -24.8857675 C 0.0000331 23526. 710206313. 26.4960961 0.0008777 -0.0009111 2.3423886 -26.1615691 C 0.0000344 23918. 695788811. 26.2064546 0.0009008 -0.0009554 2.3810560 -27.4375342 C 0.0000356 24300. 682107964. 25.9316635 0.0009238 -0.0009999 2.4182363 -28.7191568 C 0.0000369 24680. 669279820. 25.6766872 0.0009468 -0.0010444 2.4543336 -29.9995113 C 0.0000381 25051. 657065773. 25.4337597 0.0009697 -0.0010891 2.4890049 -31.2850310 C 0.0000394 25419. 645550233. 25.2070277 0.0009925 -0.0011337 2.5225828 -32.5696688 C 0.0000406 25781. 634602148. 24.9922065 0.0010153 -0.0011784 2.5549023 -33.8567130 C 0.0000419 26138. 624186665. 24.7888358 0.0010380 -0.0012232 2.5860106 -35.1454262 C 0.0000431 26493. 614322970. 24.5986461 0.0010608 -0.0012679 2.6160709 -36.4323993 C 0.0000444 26841. 604860363. 24.4157443 0.0010834 -0.0013128 2.6448062 -37.7237830 C 0.0000456 27186. 595849112. 24.2433206 0.0011061 -0.0013576 2.6724492 -39.0145625 C 0.0000469 27528. 587270783. 24.0813901 0.0011288 -0.0014024 2.6990433 -40.3035790 C 0.0000481 27866. 579026743. 23.9257806 0.0011514 -0.0014473 2.7243995 -41.5955137 C 0.0000494 28199. 571124316. 23.7776720 0.0011740 -0.0014922 2.7486202 -42.8879895 C 0.0000506 28531. 563568122. 23.6381014 0.0011967 -0.0015371 2.7717899 -44.1786685 C 0.0000519 28860. 556332566. 23.5064649 0.0012194 -0.0015819 2.7939000 -45.4675305 C 0.0000531 29183. 549332267. 23.3784434 0.0012420 -0.0016268 2.8147586 -46.7603671 C 0.0000544 29504. 542603794. 23.2569303 0.0012646 -0.0016717 2.8345339 -48.0522217 C 0.0000556 29823. 536137193. 23.1420348 0.0012873 -0.0017165 2.8532454 -49.3422112 C 0.0000569 30139. 529914669. 23.0333345 0.0013100 -0.0017612 2.8708842 -50.6303125 C 0.0000581 30452. 523909903. 22.9297254 0.0013328 -0.0018060 2.8874112 -51.9177127 C 0.0000594 30761. 518078598. 22.8286859 0.0013555 -0.0018508 2.9027365 -53.2082001 C 0.0000606 31067. 512450015. 22.7329249 0.0013782 -0.0018956 2.9169823 -54.4967325 C 0.0000619 31371. 507011356. 22.6421372 0.0014010 -0.0019403 2.9301389 -55.7832836 C 0.0000631 31673. 501750826. 22.5560422 0.0014239 -0.0019849 2.9421964 -57.0678263 C 0.0000644 31972. 496657533. 22.4743814 0.0014468 -0.0020295 2.9531449 -58.3503328 C 0.0000656 32269. 491715700. 22.3964051 0.0014698 -0.0020740 2.9629602 -59.6317477 C 0.0000669 32561. 486895850. 22.3200213 0.0014927 -0.0021186 2.9715917 -60.0000000 CY 0.0000681 32851. 482217610. 22.2475210 0.0015156 -0.0021631 2.9791023 -60.0000000 CY 0.0000694 33139. 477672818. 22.1787103 0.0015386 -0.0022076 2.9854813 -60.0000000 CY 0.0000706 33424. 473253873. 22.1134098 0.0015618 -0.0022520 2.9907174 -60.0000000 CY 0.0000719 33706. 468953692. 22.0514530 0.0015849 -0.0022963 2.9947991 -60.0000000 CY 0.0000731 33986. 464765660. 21.9926853 0.0016082 -0.0023405 2.9977146 -60.0000000 CY

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 0.0000744 34263. 460683596. 21.9369630 0.0016316 -0.0023847 2.9994520 -60.0000000 CY 0.0000794 35342. 445247715. 21.7368164 0.0017254 -0.0025609 2.9997349 -60.0000000 CY 0.0000844 36373. 431089556. 21.5750053 0.0018204 -0.0027359 2.9996277 -60.0000000 CY 0.0000894 37358. 417993740. 21.4466928 0.0019168 -0.0029095 2.9989565 -60.0000000 CY 0.0000944 38187. 404628112. 21.3241465 0.0020125 -0.0030838 2.9999877 -60.0000000 CY 0.0000994 38767. 390103628. 21.1783930 0.0021046 -0.0032616 2.9983120 60.0000000 CY 0.0001044 39254. 376084740. 21.0426643 0.0021963 -0.0034399 2.9990521 60.0000000 CY 0.0001094 39722. 363175443. 20.9282954 0.0022890 -0.0036172 2.9993661 60.0000000 CY 0.0001144 40093. 350540601. 20.8137767 0.0023806 -0.0037957 2.9992966 60.0000000 CY 0.0001194 40342. 337947377. 20.6860027 0.0024694 -0.0039769 2.9986688 60.0000000 CY 0.0001244 40569. 326184003. 20.5698388 0.0025584 -0.0041579 2.9972962 60.0000000 CY 0.0001294 40788. 315266432. 20.4676125 0.0026480 -0.0043383 2.9997024 60.0000000 CY 0.0001344 40998. 305100411. 20.3778570 0.0027383 -0.0045180 2.9995502 60.0000000 CY 0.0001394 41201. 295614944. 20.2986982 0.0028291 -0.0046971 2.9975943 60.0000000 CY 0.0001444 41398. 286741416. 20.2271759 0.0029203 -0.0048760 2.9999255 60.0000000 CY 0.0001494 41578. 278346173. 20.1584825 0.0030112 -0.0050551 2.9987020 60.0000000 CY 0.0001544 41718. 270238971. 20.0864761 0.0031008 -0.0052354 2.9982453 60.0000000 CY 0.0001594 41810. 262337246. 20.0084884 0.0031889 -0.0054174 2.9984724 60.0000000 CY 0.0001644 41877. 254763192. 19.9301653 0.0032760 -0.0056002 2.9999260 60.0000000 CY 0.0001694 41940. 247616075. 19.8588429 0.0033636 -0.0057827 2.9967839 60.0000000 CY 0.0001744 42002. 240869249. 19.7931336 0.0034514 -0.0059648 2.9996235 60.0000000 CY 0.0001794 42061. 234486100. 19.7329394 0.0035396 -0.0061467 2.9964234 60.0000000 CY 0.0001844 42117. 228431135. 19.6746940 0.0036275 -0.0063287 2.9975094 60.0000000 CY 0.0001894 42171. 222684410. 19.6187917 0.0037153 -0.0065109 2.9997593 60.0000000 CY 0.0001944 42223. 217223771. 19.5674164 0.0038034 -0.0066928 2.9962348 60.0000000 CY







--------------------------------------------------------------------------------

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o Computed Values of Pile Loading and Deflection for Lateral Loading for Load Case Number 1--------------------------------------------------------------------------------



Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.0640 2274149. 31557. -0.000598 0.000 1.550E+12 0.000 0.000 0.000 2.256 0.0627 2346329. 31557. -0.000594 0.000 1.550E+12 0.000 0.000 0.000 4.512 0.0613 2418503. 31557. -0.000591 0.000 1.550E+12 0.000 0.000 0.000 6.768 0.0600 2490671. 31557. -0.000587 0.000 1.550E+12 0.000 0.000 0.000 9.024 0.0587 2562833. 31557. -0.000584 0.000 1.550E+12 0.000 0.000 0.000 11.280 0.0574 2634989. 31557. -0.000580 0.000 1.550E+12 0.000 0.000 0.000 13.536 0.0560 2707139. 31557. -0.000576 0.000 1.550E+12 0.000 0.000 0.000 15.792 0.0548 2779282. 31557. -0.000572 0.000 1.550E+12 0.000 0.000 0.000 18.048 0.0535 2851418. 31557. -0.000568 0.000 1.550E+12 0.000 0.000 0.000 20.304 0.0522 2923548. 31557. -0.000564 0.000 1.550E+12 0.000 0.000 0.000 22.560 0.0509 2995670. 31557. -0.000559 0.000 1.550E+12 0.000 0.000 0.000 24.816 0.0497 3067785. 31557. -0.000555 0.000 1.550E+12 0.000 0.000 0.000 27.072 0.0484 3139893. 31557. -0.000550 0.000 1.550E+12 0.000 0.000 0.000 29.328 0.0472 3211994. 31557. -0.000546 0.000 1.550E+12 0.000 0.000 0.000 31.584 0.0460 3284086. 31557. -0.000541 0.000 1.550E+12 0.000 0.000 0.000 33.840 0.0447 3356171. 31557. -0.000536 0.000 1.550E+12 0.000 0.000 0.000 36.096 0.0435 3428248. 31557. -0.000531 0.000 1.550E+12 0.000 0.000 0.000 38.352 0.0423 3500316. 31557. -0.000526 0.000 1.550E+12 0.000 0.000 0.000 40.608 0.0412 3572376. 31557. -0.000521 0.000 1.550E+12 0.000 0.000 0.000 42.864 0.0400 3644427. 31557. -0.000516 0.000 1.550E+12 0.000 0.000 0.000 45.120 0.0388 3716470. 31557. -0.000511 0.000 1.550E+12 0.000 0.000 0.000 47.376 0.0377 3788503. 31557. -0.000505 0.000 1.550E+12 0.000 0.000 0.000 49.632 0.0366 3860527. 31557. -0.000500 0.000 1.550E+12 0.000 0.000 0.000 51.888 0.0354 3932543. 31557. -0.000494 0.000 1.550E+12 0.000 0.000 0.000 54.144 0.0343 4004548. 31557. -0.000488 0.000 1.550E+12 0.000 0.000 0.000 56.400 0.0332 4076544. 31557. -0.000482 0.000 1.550E+12 0.000 0.000 0.000 58.656 0.0322 4148530. 31557. -0.000476 0.000 1.550E+12 0.000 0.000 0.000 60.912 0.0311 4220507. 31557. -0.000470 0.000 1.550E+12 0.000 0.000 0.000 63.168 0.0300 4292473. 31557. -0.000464 0.000 1.550E+12 0.000 0.000 0.000 65.424 0.0290 4364428. 31557. -0.000458 0.000 1.550E+12 0.000 0.000 0.000 67.680 0.0280 4436373. 31557. -0.000451 0.000 1.550E+12 0.000 0.000 0.000 69.936 0.0270 4508308. 31557. -0.000445 0.000 1.550E+12 0.000 0.000 0.000 72.192 0.0260 4580231. 31557. -0.000438 0.000 1.550E+12 0.000 0.000 0.000 74.448 0.0250 4652144. 31557. -0.000431 0.000 1.550E+12 0.000 0.000 0.000 76.704 0.0240 4724045. 31557. -0.000425 0.000 1.550E+12 0.000 0.000 0.000 78.960 0.0231 4795935. 31557. -0.000418 0.000 1.550E+12 0.000 0.000 0.000 81.216 0.0221 4867814. 31557. -0.000411 0.000 1.550E+12 0.000 0.000 0.000 83.472 0.0212 4939680. 31557. -0.000403 0.000 1.550E+12 0.000 0.000 0.000 85.728 0.0203 5011535. 31557. -0.000396 0.000 1.550E+12 0.000 0.000 0.000 87.984 0.0194 5083378. 31557. -0.000389 0.000 1.550E+12 0.000 0.000 0.000 90.240 0.0186 5155208. 31557. -0.000381 0.000 1.550E+12 0.000 0.000 0.000 92.496 0.0177 5227026. 31557. -0.000374 0.000 1.550E+12 0.000 0.000 0.000

Page 15

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 94.752 0.0169 5298831. 31557. -0.000366 0.000 1.550E+12 0.000 0.000 0.000 97.008 0.0160 5370624. 31557. -0.000358 0.000 1.550E+12 0.000 0.000 0.000 99.264 0.0152 5442404. 31557. -0.000351 0.000 1.550E+12 0.000 0.000 0.000 101.520 0.0145 5514170. 31557. -0.000343 0.000 1.550E+12 0.000 0.000 0.000 103.776 0.0137 5585923. 31555. -0.000335 0.000 1.550E+12 -1.4602 240.3994 0.000 106.032 0.0130 5657656. 31550. -0.000326 0.000 1.550E+12 -3.1347 545.7715 0.000 108.288 0.0122 5729359. 31541. -0.000318 0.000 1.550E+12 -4.6144 851.1437 0.000 110.544 0.0115 5801024. 31530. -0.000310 0.000 1.550E+12 -5.9070 1156.5158 0.000 112.800 0.0108 5872646. 31515. -0.000301 0.000 1.550E+12 -7.0202 1461.8880 0.000 115.056 0.0102 5944217. 31498. -0.000293 0.000 1.550E+12 -7.9619 1767.2602 0.000 117.312 0.009514 6015734. 31479. -0.000284 0.000 1.550E+12 -8.7403 2072.6323 0.000 119.568 0.008883 6087192. 31459. -0.000275 0.000 1.549E+12 -9.3634 2378.0045 0.000 121.824 0.008273 6158587. 31437. -0.000266 0.000 1.549E+12 -9.8397 2683.3766 0.000 124.080 0.007682 6229917. 31415. -0.000257 0.000 1.549E+12 -10.1775 2988.7488 0.000 126.336 0.007112 6301181. 31391. -0.000248 0.000 1.549E+12 -10.3853 3294.1210 0.000 128.592 0.006563 6372377. 31368. -0.000239 0.000 1.549E+12 -10.4719 3599.4931 0.000 130.848 0.006035 6443503. 31344. -0.000229 0.000 1.549E+12 -10.4461 3904.8653 0.000 133.104 0.005528 6514562. 31321. -0.000220 0.000 1.549E+12 -10.3168 4210.2374 0.000 135.360 0.005043 6585552. 31298. -0.000210 0.000 1.549E+12 -10.0931 4515.6096 0.000 137.616 0.004579 6656474. 31275. -0.000201 0.000 1.549E+12 -9.7842 4820.9818 0.000 139.872 0.004136 6727331. 31254. -0.000191 0.000 1.549E+12 -9.3994 5126.3539 0.000 142.128 0.003716 6798124. 18667. -0.000181 0.000 1.549E+12 -11149. 6768000. 0.000 144.384 0.003319 6812155. -5140.6851 -0.000171 0.000 1.549E+12 -9956.4079 6768000. 0.000 146.640 0.002944 6775497. -26332. -0.000161 0.000 1.549E+12 -8830.5854 6768000. 0.000 148.896 0.002591 6693878. -45060. -0.000152 0.000 1.549E+12 -7771.5524 6768000. 0.000 151.152 0.002260 6572690. -61472. -0.000142 0.000 1.549E+12 -6778.5018 6768000. 0.000 153.408 0.001950 6416986. -75717. -0.000132 0.000 1.549E+12 -5850.2352 6768000. 0.000 155.664 0.001662 6231492. -87940. -0.000123 0.000 1.549E+12 -4985.2127 6768000. 0.000 157.920 0.001394 6020611. -98280. -0.000114 0.000 1.550E+12 -4181.5999 6768000. 0.000 160.176 0.001146 5788432. -106874. -0.000106 0.000 1.550E+12 -3437.3113 6768000. 0.000 162.432 0.000917 5538745. -113853. -9.751E-05 0.000 1.550E+12 -2750.0516 6768000. 0.000 164.688 0.000706 5275049. -119344. -8.964E-05 0.000 1.550E+12 -2117.3581 6768000. 0.000 166.944 0.000512 5000563. -123465. -8.217E-05 0.000 1.550E+12 -1536.6302 6768000. 0.000 169.200 0.000335 4718245. -126333. -7.509E-05 0.000 1.550E+12 -1005.1609 6768000. 0.000 171.456 0.000173 4430799. -128053. -6.844E-05 0.000 1.550E+12 -520.1668 6768000. 0.000 173.712 2.627E-05 4140695. -128729. -6.220E-05 0.000 1.550E+12 -78.8152 6768000. 0.000 175.968 -0.000107 3850181. -128455. -5.638E-05 0.000 1.550E+12 321.7528 6768000. 0.000 178.224 -0.000228 3561294. -127320. -5.099E-05 0.000 1.550E+12 684.4001 6768000. 0.000 180.480 -0.000337 3275882. -125406. -4.602E-05 0.000 1.550E+12 1011.9727 6768000. 0.000 182.736 -0.000436 2995613. -122790. -4.145E-05 0.000 1.550E+12 1307.2824 6768000. 0.000 184.992 -0.000524 2721990. -119541. -3.729E-05 0.000 1.550E+12 1573.0904 6768000. 0.000 187.248 -0.000604 2456367. -115723. -3.353E-05 0.000 1.550E+12 1812.0919 6768000. 0.000 189.504 -0.000676 2199960. -111392. -3.014E-05 0.000 1.550E+12 2026.9032 6768000. 0.000 191.760 -0.000740 1953865. -106602. -2.712E-05 0.000 1.550E+12 2220.0498 6768000. 0.000 194.016 -0.000798 1719063. -101397. -2.444E-05 0.000 1.551E+12 2393.9555 6768000. 0.000 196.272 -0.000850 1496442. -95819. -2.211E-05 0.000 1.551E+12 2550.9327 6768000. 0.000 198.528 -0.000898 1286800. -89904. -2.008E-05 0.000 1.551E+12 2693.1739 6768000. 0.000 200.784 -0.000941 1090862. -83682. -1.835E-05 0.000 1.551E+12 2822.7435 6768000. 0.000 203.040 -0.000981 909287. -77180. -1.690E-05 0.000 1.551E+12 2941.5712 6768000. 0.000 205.296 -0.001017 742682. -70420. -1.569E-05 0.000 1.551E+12 3051.4451 6768000. 0.000 207.552 -0.001051 591606. -63420. -1.472E-05 0.000 1.551E+12 3154.0057 6768000. 0.000 209.808 -0.001084 456580. -56195. -1.396E-05 0.000 1.551E+12 3250.7406 6768000. 0.000 212.064 -0.001114 338098. -48758. -1.338E-05 0.000 1.551E+12 3342.9796 6768000. 0.000 214.320 -0.001144 236630. -41116. -1.296E-05 0.000 1.551E+12 3431.8894 6768000. 0.000 216.576 -0.001173 152627. -33276. -1.268E-05 0.000 1.551E+12 3518.4690 6768000. 0.000 218.832 -0.001201 86532. -25242. -1.251E-05 0.000 1.551E+12 3603.5456 6768000. 0.000

Page 16

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 221.088 -0.001229 38777. -17017. -1.242E-05 0.000 1.551E+12 3687.7702 6768000. 0.000 223.344 -0.001257 9790.5049 -8603.2246 -1.238E-05 0.000 1.551E+12 3771.6129 6768000. 0.000 225.600 -0.001285 0.000 0.000 -1.237E-05 0.000 1.551E+12 3855.3593 3384000. 0.000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.1941 11949654. 27564. -0.001989 0.000 1.488E+12 0.000 0.000 0.000 2.256 0.1896 12017465. 27564. -0.001970 0.000 1.488E+12 0.000 0.000 0.000 4.512 0.1852 12085225. 27564. -0.001952 0.000 1.488E+12 0.000 0.000 0.000 6.768 0.1808 12152932. 27564. -0.001934 0.000 1.487E+12 0.000 0.000 0.000 9.024 0.1764 12220587. 27564. -0.001915 0.000 1.487E+12 0.000 0.000 0.000 11.280 0.1721 12288190. 27564. -0.001897 0.000 1.487E+12 0.000 0.000 0.000 13.536 0.1679 12355739. 27564. -0.001878 0.000 1.487E+12 0.000 0.000 0.000 15.792 0.1637 12423235. 27564. -0.001859 0.000 1.487E+12 0.000 0.000 0.000 18.048 0.1595 12490677. 27564. -0.001840 0.000 1.487E+12 0.000 0.000 0.000 20.304 0.1554 12558066. 27564. -0.001821 0.000 1.487E+12 0.000 0.000 0.000 22.560 0.1513 12625400. 27564. -0.001802 0.000 1.486E+12 0.000 0.000 0.000 24.816 0.1472 12692680. 27564. -0.001783 0.000 1.486E+12 0.000 0.000 0.000 27.072 0.1432 12759906. 27564. -0.001764 0.000 1.486E+12 0.000 0.000 0.000 29.328 0.1393 12827076. 27564. -0.001744 0.000 1.486E+12 0.000 0.000 0.000 31.584 0.1354 12894190. 27564. -0.001725 0.000 1.486E+12 0.000 0.000 0.000 33.840 0.1315 12961250. 27564. -0.001705 0.000 1.486E+12 0.000 0.000 0.000 36.096 0.1277 13028253. 27564. -0.001685 0.000 1.486E+12 0.000 0.000 0.000 38.352 0.1239 13095200. 27564. -0.001666 0.000 1.486E+12 0.000 0.000 0.000 40.608 0.1202 13162090. 27564. -0.001646 0.000 1.485E+12 0.000 0.000 0.000

Page 17

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 42.864 0.1165 13228924. 27564. -0.001626 0.000 1.485E+12 0.000 0.000 0.000 45.120 0.1128 13295700. 27564. -0.001605 0.000 1.485E+12 0.000 0.000 0.000 47.376 0.1092 13362419. 27564. -0.001585 0.000 1.485E+12 0.000 0.000 0.000 49.632 0.1057 13429081. 27564. -0.001565 0.000 1.485E+12 0.000 0.000 0.000 51.888 0.1022 13495684. 27564. -0.001544 0.000 1.485E+12 0.000 0.000 0.000 54.144 0.0987 13562229. 27564. -0.001524 0.000 1.484E+12 0.000 0.000 0.000 56.400 0.0953 13628715. 27564. -0.001503 0.000 1.484E+12 0.000 0.000 0.000 58.656 0.0919 13695143. 27564. -0.001482 0.000 1.484E+12 0.000 0.000 0.000 60.912 0.0886 13761511. 27564. -0.001461 0.000 1.484E+12 0.000 0.000 0.000 63.168 0.0853 13827820. 27564. -0.001440 0.000 1.484E+12 0.000 0.000 0.000 65.424 0.0821 13894070. 27564. -0.001419 0.000 1.484E+12 0.000 0.000 0.000 67.680 0.0789 13960259. 27564. -0.001397 0.000 1.378E+12 0.000 0.000 0.000 69.936 0.0758 14026383. 27564. -0.001374 0.000 1.284E+12 0.000 0.000 0.000 72.192 0.0727 14092437. 27564. -0.001349 0.000 1.264E+12 0.000 0.000 0.000 74.448 0.0697 14158419. 27564. -0.001323 0.000 1.253E+12 0.000 0.000 0.000 76.704 0.0668 14224330. 27564. -0.001298 0.000 1.248E+12 0.000 0.000 0.000 78.960 0.0639 14290167. 27564. -0.001272 0.000 1.244E+12 0.000 0.000 0.000 81.216 0.0610 14355930. 27564. -0.001246 0.000 1.239E+12 0.000 0.000 0.000 83.472 0.0582 14421619. 27564. -0.001220 0.000 1.235E+12 0.000 0.000 0.000 85.728 0.0555 14487233. 27564. -0.001193 0.000 1.230E+12 0.000 0.000 0.000 87.984 0.0528 14552772. 27564. -0.001167 0.000 1.226E+12 0.000 0.000 0.000 90.240 0.0502 14618234. 27564. -0.001140 0.000 1.222E+12 0.000 0.000 0.000 92.496 0.0477 14683620. 27564. -0.001113 0.000 1.217E+12 0.000 0.000 0.000 94.752 0.0452 14748929. 27564. -0.001085 0.000 1.212E+12 0.000 0.000 0.000 97.008 0.0428 14814159. 27564. -0.001058 0.000 1.208E+12 0.000 0.000 0.000 99.264 0.0405 14879311. 27564. -0.001030 0.000 1.204E+12 0.000 0.000 0.000 101.520 0.0382 14944383. 27564. -0.001002 0.000 1.199E+12 0.000 0.000 0.000 103.776 0.0359 15009376. 27560. -0.000974 0.000 1.195E+12 -3.8291 240.3994 0.000 106.032 0.0338 15074269. 27546. -0.000945 0.000 1.190E+12 -8.1694 545.7715 0.000 108.288 0.0317 15139038. 27523. -0.000917 0.000 1.186E+12 -11.9479 851.1437 0.000 110.544 0.0296 15203666. 27493. -0.000888 0.000 1.181E+12 -15.1911 1156.5158 0.000 112.800 0.0277 15268133. 27455. -0.000859 0.000 1.177E+12 -17.9257 1461.8880 0.000 115.056 0.0258 15332426. 27413. -0.000829 0.000 1.172E+12 -20.1788 1767.2602 0.000 117.312 0.0239 15396532. 27365. -0.000800 0.000 1.168E+12 -21.9777 2072.6323 0.000 119.568 0.0222 15460442. 27314. -0.000770 0.000 1.163E+12 -23.3498 2378.0045 0.000 121.824 0.0204 15524148. 27260. -0.000740 0.000 1.159E+12 -24.3232 2683.3766 0.000 124.080 0.0188 15587644. 27204. -0.000709 0.000 1.155E+12 -24.9259 2988.7488 0.000 126.336 0.0172 15650926. 27148. -0.000679 0.000 1.150E+12 -25.1866 3294.1210 0.000 128.592 0.0158 15713994. 27091. -0.000648 0.000 1.146E+12 -25.1338 3599.4931 0.000 130.848 0.0143 15776845. 27035. -0.000617 0.000 1.142E+12 -24.7968 3904.8653 0.000 133.104 0.0130 15839481. 26980. -0.000585 0.000 1.137E+12 -24.2048 4210.2374 0.000 135.360 0.0117 15901905. 26926. -0.000554 0.000 1.133E+12 -23.3875 4515.6096 0.000 137.616 0.0105 15964120. 26874. -0.000522 0.000 1.129E+12 -22.3748 4820.9818 0.000 139.872 0.009328 16026131. 26825. -0.000490 0.000 1.124E+12 -21.1972 5126.3539 0.000 142.128 0.008259 16087942. -1147.2582 -0.000458 0.000 1.120E+12 -24777. 6768000. 0.000 144.384 0.007263 16023557. -53673. -0.000426 0.000 1.124E+12 -21788. 6768000. 0.000 146.640 0.006339 15848190. -99700. -0.000394 0.000 1.137E+12 -19017. 6768000. 0.000 148.896 0.005486 15575948. -139716. -0.000363 0.000 1.155E+12 -16458. 6768000. 0.000 151.152 0.004702 15219854. -174192. -0.000333 0.000 1.180E+12 -14106. 6768000. 0.000 153.408 0.003983 14791888. -203582. -0.000305 0.000 1.210E+12 -11950. 6768000. 0.000 155.664 0.003327 14303024. -228320. -0.000278 0.000 1.243E+12 -9980.7601 6768000. 0.000 157.920 0.002729 13763289. -248814. -0.000255 0.000 1.484E+12 -8187.4769 6768000. 0.000 160.176 0.002179 13181824. -265421. -0.000234 0.000 1.485E+12 -6535.8035 6768000. 0.000 162.432 0.001673 12567038. -278456. -0.000214 0.000 1.487E+12 -5019.6351 6768000. 0.000 164.688 0.001211 11926650. -288216. -0.000196 0.000 1.488E+12 -3632.5437 6768000. 0.000 166.944 0.000789 11267722. -294984. -0.000178 0.000 1.489E+12 -2367.8538 6768000. 0.000

Page 18

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 169.200 0.000406 10596695. -299030. -0.000162 0.000 1.490E+12 -1218.7247 6768000. 0.000 171.456 5.941E-05 9919420. -300605. -0.000146 0.000 1.490E+12 -178.2172 6768000. 0.000 173.712 -0.000254 9241195. -299949. -0.000132 0.000 1.491E+12 760.6550 6768000. 0.000 175.968 -0.000535 8566801. -297280. -0.000118 0.000 1.491E+12 1604.8729 6768000. 0.000 178.224 -0.000787 7900539. -292806. -0.000106 0.000 1.491E+12 2361.3626 6768000. 0.000 180.480 -0.001012 7246261. -286717. -9.434E-05 0.000 1.492E+12 3036.9615 6768000. 0.000 182.736 -0.001213 6607408. -279187. -8.387E-05 0.000 1.492E+12 3638.3804 6768000. 0.000 184.992 -0.001391 5987045. -270377. -7.434E-05 0.000 1.492E+12 4172.1688 6768000. 0.000 187.248 -0.001548 5387890. -260431. -6.574E-05 0.000 1.492E+12 4644.6836 6768000. 0.000 189.504 -0.001687 4812352. -249482. -5.803E-05 0.000 1.492E+12 5062.0630 6768000. 0.000 191.760 -0.001810 4262556. -237647. -5.117E-05 0.000 1.492E+12 5430.2011 6768000. 0.000 194.016 -0.001918 3740380. -225030. -4.512E-05 0.000 1.492E+12 5754.7269 6768000. 0.000 196.272 -0.002014 3247476. -211725. -3.984E-05 0.000 1.492E+12 6040.9860 6768000. 0.000 198.528 -0.002098 2785304. -197811. -3.528E-05 0.000 1.493E+12 6294.0226 6768000. 0.000 200.784 -0.002173 2355153. -183358. -3.140E-05 0.000 1.493E+12 6518.5664 6768000. 0.000 203.040 -0.002240 1958169. -168426. -2.814E-05 0.000 1.493E+12 6719.0183 6768000. 0.000 205.296 -0.002300 1595374. -153065. -2.545E-05 0.000 1.493E+12 6899.4401 6768000. 0.000 207.552 -0.002355 1267686. -137314. -2.329E-05 0.000 1.493E+12 7063.5430 6768000. 0.000 209.808 -0.002405 975943. -121209. -2.159E-05 0.000 1.493E+12 7214.6792 6768000. 0.000 212.064 -0.002452 720915. -104773. -2.031E-05 0.000 1.493E+12 7355.8330 6768000. 0.000 214.320 -0.002497 503322. -88027. -1.939E-05 0.000 1.493E+12 7489.6130 6768000. 0.000 216.576 -0.002539 323846. -70986. -1.876E-05 0.000 1.493E+12 7618.2449 6768000. 0.000 218.832 -0.002581 183141. -53658. -1.838E-05 0.000 1.493E+12 7743.5643 6768000. 0.000 221.088 -0.002622 81847. -36049. -1.818E-05 0.000 1.493E+12 7867.0105 6768000. 0.000 223.344 -0.002663 20592. -18163. -1.810E-05 0.000 1.493E+12 7989.6196 6768000. 0.000 225.600 -0.002704 0.000 0.000 -1.808E-05 0.000 1.493E+12 8112.0180 3384000. 0.000







Page 19

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.1305 8356072. 30795. -0.001336 0.000 1.512E+12 0.000 0.000 0.000 2.256 0.1275 8428765. 30795. -0.001324 0.000 1.512E+12 0.000 0.000 0.000 4.512 0.1245 8501428. 30795. -0.001311 0.000 1.512E+12 0.000 0.000 0.000 6.768 0.1215 8574060. 30795. -0.001298 0.000 1.512E+12 0.000 0.000 0.000 9.024 0.1186 8646661. 30795. -0.001286 0.000 1.512E+12 0.000 0.000 0.000 11.280 0.1157 8719230. 30795. -0.001273 0.000 1.512E+12 0.000 0.000 0.000 13.536 0.1129 8791769. 30795. -0.001259 0.000 1.511E+12 0.000 0.000 0.000 15.792 0.1101 8864275. 30795. -0.001246 0.000 1.511E+12 0.000 0.000 0.000 18.048 0.1073 8936749. 30795. -0.001233 0.000 1.511E+12 0.000 0.000 0.000 20.304 0.1045 9009192. 30795. -0.001220 0.000 1.511E+12 0.000 0.000 0.000 22.560 0.1018 9081601. 30795. -0.001206 0.000 1.511E+12 0.000 0.000 0.000 24.816 0.0991 9153978. 30795. -0.001193 0.000 1.511E+12 0.000 0.000 0.000 27.072 0.0964 9226322. 30795. -0.001179 0.000 1.511E+12 0.000 0.000 0.000 29.328 0.0937 9298632. 30795. -0.001165 0.000 1.511E+12 0.000 0.000 0.000 31.584 0.0911 9370909. 30795. -0.001151 0.000 1.511E+12 0.000 0.000 0.000 33.840 0.0885 9443151. 30795. -0.001137 0.000 1.511E+12 0.000 0.000 0.000 36.096 0.0860 9515360. 30795. -0.001123 0.000 1.511E+12 0.000 0.000 0.000 38.352 0.0835 9587534. 30795. -0.001109 0.000 1.511E+12 0.000 0.000 0.000 40.608 0.0810 9659674. 30795. -0.001094 0.000 1.511E+12 0.000 0.000 0.000 42.864 0.0785 9731779. 30795. -0.001080 0.000 1.510E+12 0.000 0.000 0.000 45.120 0.0761 9803848. 30795. -0.001065 0.000 1.510E+12 0.000 0.000 0.000 47.376 0.0737 9875882. 30795. -0.001050 0.000 1.510E+12 0.000 0.000 0.000 49.632 0.0714 9947881. 30795. -0.001036 0.000 1.510E+12 0.000 0.000 0.000 51.888 0.0691 10019843. 30795. -0.001021 0.000 1.510E+12 0.000 0.000 0.000 54.144 0.0668 10091769. 30795. -0.001006 0.000 1.510E+12 0.000 0.000 0.000 56.400 0.0645 10163659. 30795. -0.000991 0.000 1.510E+12 0.000 0.000 0.000 58.656 0.0623 10235512. 30795. -0.000975 0.000 1.510E+12 0.000 0.000 0.000 60.912 0.0601 10307328. 30795. -0.000960 0.000 1.510E+12 0.000 0.000 0.000 63.168 0.0580 10379107. 30795. -0.000944 0.000 1.510E+12 0.000 0.000 0.000 65.424 0.0559 10450848. 30795. -0.000929 0.000 1.509E+12 0.000 0.000 0.000 67.680 0.0538 10522551. 30795. -0.000913 0.000 1.509E+12 0.000 0.000 0.000 69.936 0.0517 10594216. 30795. -0.000897 0.000 1.509E+12 0.000 0.000 0.000 72.192 0.0497 10665843. 30795. -0.000882 0.000 1.509E+12 0.000 0.000 0.000 74.448 0.0478 10737431. 30795. -0.000866 0.000 1.509E+12 0.000 0.000 0.000 76.704 0.0458 10808981. 30795. -0.000849 0.000 1.509E+12 0.000 0.000 0.000 78.960 0.0439 10880491. 30795. -0.000833 0.000 1.509E+12 0.000 0.000 0.000 81.216 0.0421 10951962. 30795. -0.000817 0.000 1.508E+12 0.000 0.000 0.000 83.472 0.0402 11023393. 30795. -0.000800 0.000 1.508E+12 0.000 0.000 0.000 85.728 0.0385 11094784. 30795. -0.000784 0.000 1.508E+12 0.000 0.000 0.000 87.984 0.0367 11166135. 30795. -0.000767 0.000 1.508E+12 0.000 0.000 0.000 90.240 0.0350 11237446. 30795. -0.000751 0.000 1.508E+12 0.000 0.000 0.000 92.496 0.0333 11308716. 30795. -0.000734 0.000 1.508E+12 0.000 0.000 0.000 94.752 0.0317 11379945. 30795. -0.000717 0.000 1.508E+12 0.000 0.000 0.000 97.008 0.0301 11451133. 30795. -0.000700 0.000 1.507E+12 0.000 0.000 0.000 99.264 0.0285 11522279. 30795. -0.000682 0.000 1.507E+12 0.000 0.000 0.000 101.520 0.0270 11593384. 30795. -0.000665 0.000 1.507E+12 0.000 0.000 0.000 103.776 0.0255 11664446. 30792. -0.000648 0.000 1.507E+12 -2.7197 240.3994 0.000 106.032 0.0241 11735453. 30782. -0.000630 0.000 1.507E+12 -5.8257 545.7715 0.000 108.288 0.0227 11806387. 30766. -0.000613 0.000 1.507E+12 -8.5564 851.1437 0.000 110.544 0.0213 11877235. 30744. -0.000595 0.000 1.506E+12 -10.9280 1156.5158 0.000 112.800 0.0200 11947984. 30717. -0.000577 0.000 1.506E+12 -12.9568 1461.8880 0.000 115.056 0.0187 12018624. 30686. -0.000559 0.000 1.506E+12 -14.6595 1767.2602 0.000

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Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 117.312 0.0175 12089146. 30651. -0.000541 0.000 1.506E+12 -16.0525 2072.6323 0.000 119.568 0.0163 12159542. 30614. -0.000523 0.000 1.506E+12 -17.1526 2378.0045 0.000 121.824 0.0151 12229807. 30574. -0.000505 0.000 1.506E+12 -17.9768 2683.3766 0.000 124.080 0.0140 12299936. 30533. -0.000486 0.000 1.505E+12 -18.5419 2988.7488 0.000 126.336 0.0129 12369926. 30491. -0.000468 0.000 1.505E+12 -18.8652 3294.1210 0.000 128.592 0.0119 12439775. 30448. -0.000449 0.000 1.505E+12 -18.9639 3599.4931 0.000 130.848 0.0109 12509483. 30406. -0.000430 0.000 1.505E+12 -18.8555 3904.8653 0.000 133.104 0.009944 12579049. 30363. -0.000412 0.000 1.505E+12 -18.5574 4210.2374 0.000 135.360 0.009036 12648475. 30322. -0.000393 0.000 1.505E+12 -18.0873 4515.6096 0.000 137.616 0.008172 12717763. 30282. -0.000374 0.000 1.504E+12 -17.4631 4820.9818 0.000 139.872 0.007350 12786916. 30243. -0.000355 0.000 1.504E+12 -16.7025 5126.3539 0.000 142.128 0.006572 12855938. 7984.1900 -0.000335 0.000 1.504E+12 -19717. 6768000. 0.000 144.384 0.005837 12824564. -34010. -0.000316 0.000 1.504E+12 -17512. 6768000. 0.000 146.640 0.005146 12704014. -71179. -0.000297 0.000 1.504E+12 -15439. 6768000. 0.000 148.896 0.004498 12504842. -103814. -0.000278 0.000 1.505E+12 -13494. 6768000. 0.000 151.152 0.003892 12236950. -132205. -0.000259 0.000 1.506E+12 -11675. 6768000. 0.000 153.408 0.003327 11909590. -156634. -0.000241 0.000 1.506E+12 -9981.3328 6768000. 0.000 155.664 0.002803 11531387. -177377. -0.000224 0.000 1.507E+12 -8408.0007 6768000. 0.000 157.920 0.002317 11110350. -194702. -0.000207 0.000 1.508E+12 -6951.4812 6768000. 0.000 160.176 0.001869 10653892. -208869. -0.000191 0.000 1.509E+12 -5607.4426 6768000. 0.000 162.432 0.001457 10168857. -220125. -0.000175 0.000 1.510E+12 -4371.2031 6768000. 0.000 164.688 0.001079 9661538. -228708. -0.000160 0.000 1.511E+12 -3237.7991 6768000. 0.000 166.944 0.000734 9137704. -234844. -0.000146 0.000 1.511E+12 -2202.0541 6768000. 0.000 169.200 0.000420 8602630. -238747. -0.000133 0.000 1.512E+12 -1258.6368 6768000. 0.000 171.456 0.000134 8061120. -240621. -0.000121 0.000 1.512E+12 -402.1113 6768000. 0.000 173.712 -0.000124 7517533. -240654. -0.000109 0.000 1.512E+12 373.0093 6768000. 0.000 175.968 -0.000357 6975818. -239023. -9.811E-05 0.000 1.512E+12 1072.2293 6768000. 0.000 178.224 -0.000567 6439535. -235895. -8.811E-05 0.000 1.513E+12 1701.0262 6768000. 0.000 180.480 -0.000755 5911886. -231422. -7.889E-05 0.000 1.513E+12 2264.8211 6768000. 0.000 182.736 -0.000923 5395743. -225744. -7.046E-05 0.000 1.513E+12 2768.9461 6768000. 0.000 184.992 -0.001073 4893672. -218990. -6.279E-05 0.000 1.513E+12 3218.6153 6768000. 0.000 187.248 -0.001206 4407966. -211277. -5.586E-05 0.000 1.513E+12 3618.8998 6768000. 0.000 189.504 -0.001325 3940662. -202711. -4.963E-05 0.000 1.513E+12 3974.7040 6768000. 0.000 191.760 -0.001430 3493573. -193388. -4.409E-05 0.000 1.513E+12 4290.7459 6768000. 0.000 194.016 -0.001524 3068309. -183391. -3.920E-05 0.000 1.513E+12 4571.5383 6768000. 0.000 196.272 -0.001607 2666301. -172796. -3.493E-05 0.000 1.513E+12 4821.3735 6768000. 0.000 198.528 -0.001681 2288823. -161667. -3.123E-05 0.000 1.513E+12 5044.3083 6768000. 0.000 200.784 -0.001748 1937009. -150062. -2.808E-05 0.000 1.513E+12 5244.1519 6768000. 0.000 203.040 -0.001808 1611879. -138028. -2.544E-05 0.000 1.514E+12 5424.4542 6768000. 0.000 205.296 -0.001863 1314350. -125605. -2.326E-05 0.000 1.514E+12 5588.4954 6768000. 0.000 207.552 -0.001913 1045260. -112828. -2.150E-05 0.000 1.514E+12 5739.2772 6768000. 0.000 209.808 -0.001960 805376. -99722. -2.012E-05 0.000 1.514E+12 5879.5146 6768000. 0.000 212.064 -0.002004 595414. -86308. -1.908E-05 0.000 1.514E+12 6011.6275 6768000. 0.000 214.320 -0.002046 416045. -72604. -1.832E-05 0.000 1.514E+12 6137.7339 6768000. 0.000 216.576 -0.002087 267914. -58620. -1.781E-05 0.000 1.514E+12 6259.6434 6768000. 0.000 218.832 -0.002126 151640. -44363. -1.750E-05 0.000 1.514E+12 6378.8502 6768000. 0.000 221.088 -0.002166 67830. -29840. -1.734E-05 0.000 1.514E+12 6496.5272 6768000. 0.000 223.344 -0.002205 17085. -15052. -1.727E-05 0.000 1.514E+12 6613.5201 6768000. 0.000 225.600 -0.002243 0.000 0.000 -1.726E-05 0.000 1.514E+12 6730.3405 3384000. 0.000



Page 21






Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.3025 15252042. 25279. -0.003256 0.000 1.080E+12 0.000 0.000 0.000 2.256 0.2952 15317419. 25279. -0.003224 0.000 1.080E+12 0.000 0.000 0.000 4.512 0.2880 15382713. 25279. -0.003192 0.000 1.080E+12 0.000 0.000 0.000 6.768 0.2808 15447925. 25279. -0.003160 0.000 1.071E+12 0.000 0.000 0.000 9.024 0.2737 15513053. 25279. -0.003127 0.000 1.066E+12 0.000 0.000 0.000 11.280 0.2667 15578096. 25279. -0.003094 0.000 1.061E+12 0.000 0.000 0.000 13.536 0.2598 15643054. 25279. -0.003061 0.000 1.056E+12 0.000 0.000 0.000 15.792 0.2529 15707926. 25279. -0.003027 0.000 1.051E+12 0.000 0.000 0.000 18.048 0.2461 15772710. 25279. -0.002993 0.000 1.047E+12 0.000 0.000 0.000 20.304 0.2394 15837408. 25279. -0.002959 0.000 1.042E+12 0.000 0.000 0.000 22.560 0.2327 15902017. 25279. -0.002925 0.000 1.037E+12 0.000 0.000 0.000 24.816 0.2262 15966537. 25279. -0.002890 0.000 1.032E+12 0.000 0.000 0.000 27.072 0.2197 16030967. 25279. -0.002855 0.000 1.028E+12 0.000 0.000 0.000 29.328 0.2133 16095306. 25279. -0.002820 0.000 1.023E+12 0.000 0.000 0.000 31.584 0.2070 16159554. 25279. -0.002784 0.000 1.019E+12 0.000 0.000 0.000 33.840 0.2007 16223709. 25279. -0.002748 0.000 1.014E+12 0.000 0.000 0.000 36.096 0.1946 16287772. 25279. -0.002712 0.000 1.010E+12 0.000 0.000 0.000 38.352 0.1885 16351741. 25279. -0.002675 0.000 1.005E+12 0.000 0.000 0.000 40.608 0.1825 16415615. 25279. -0.002638 0.000 1.001E+12 0.000 0.000 0.000 42.864 0.1766 16479394. 25279. -0.002601 0.000 9.960E+11 0.000 0.000 0.000 45.120 0.1708 16543077. 25279. -0.002564 0.000 9.916E+11 0.000 0.000 0.000 47.376 0.1650 16606663. 25279. -0.002526 0.000 9.873E+11 0.000 0.000 0.000 49.632 0.1594 16670151. 25279. -0.002488 0.000 9.829E+11 0.000 0.000 0.000 51.888 0.1538 16733541. 25279. -0.002449 0.000 9.785E+11 0.000 0.000 0.000 54.144 0.1483 16796831. 25279. -0.002411 0.000 9.742E+11 0.000 0.000 0.000 56.400 0.1429 16860021. 25279. -0.002372 0.000 9.699E+11 0.000 0.000 0.000 58.656 0.1376 16923109. 25279. -0.002332 0.000 9.657E+11 0.000 0.000 0.000 60.912 0.1324 16986096. 25279. -0.002292 0.000 9.614E+11 0.000 0.000 0.000 63.168 0.1273 17048981. 25279. -0.002252 0.000 9.571E+11 0.000 0.000 0.000

Page 22

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 65.424 0.1223 17111762. 25279. -0.002212 0.000 9.529E+11 0.000 0.000 0.000 67.680 0.1173 17174438. 25279. -0.002171 0.000 9.488E+11 0.000 0.000 0.000 69.936 0.1125 17237009. 25279. -0.002130 0.000 9.446E+11 0.000 0.000 0.000 72.192 0.1077 17299474. 25279. -0.002089 0.000 9.404E+11 0.000 0.000 0.000 74.448 0.1030 17361833. 25279. -0.002047 0.000 9.364E+11 0.000 0.000 0.000 76.704 0.0985 17424083. 25279. -0.002005 0.000 9.324E+11 0.000 0.000 0.000 78.960 0.0940 17486225. 25279. -0.001963 0.000 9.283E+11 0.000 0.000 0.000 81.216 0.0896 17548257. 25279. -0.001920 0.000 9.243E+11 0.000 0.000 0.000 83.472 0.0853 17610179. 25279. -0.001877 0.000 9.204E+11 0.000 0.000 0.000 85.728 0.0811 17671990. 25279. -0.001834 0.000 9.165E+11 0.000 0.000 0.000 87.984 0.0770 17733689. 25279. -0.001790 0.000 9.127E+11 0.000 0.000 0.000 90.240 0.0730 17795275. 25279. -0.001746 0.000 9.087E+11 0.000 0.000 0.000 92.496 0.0692 17856747. 25279. -0.001702 0.000 9.049E+11 0.000 0.000 0.000 94.752 0.0654 17918104. 25279. -0.001657 0.000 9.011E+11 0.000 0.000 0.000 97.008 0.0617 17979346. 25279. -0.001612 0.000 8.973E+11 0.000 0.000 0.000 99.264 0.0581 18040471. 25279. -0.001567 0.000 8.935E+11 0.000 0.000 0.000 101.520 0.0546 18101479. 25279. -0.001521 0.000 8.898E+11 0.000 0.000 0.000 103.776 0.0512 18162369. 25273. -0.001475 0.000 8.861E+11 -5.4592 240.3994 0.000 106.032 0.0480 18223111. 25254. -0.001429 0.000 8.825E+11 -11.6013 545.7715 0.000 108.288 0.0448 18283675. 25221. -0.001382 0.000 8.788E+11 -16.8962 851.1437 0.000 110.544 0.0417 18344032. 25178. -0.001335 0.000 8.753E+11 -21.3870 1156.5158 0.000 112.800 0.0388 18404158. 25126. -0.001287 0.000 8.717E+11 -25.1171 1461.8880 0.000 115.056 0.0359 18464033. 25066. -0.001240 0.000 8.683E+11 -28.1306 1767.2602 0.000 117.312 0.0332 18523642. 25000. -0.001192 0.000 8.647E+11 -30.4717 2072.6323 0.000 119.568 0.0305 18582971. 24929. -0.001143 0.000 8.612E+11 -32.1853 2378.0045 0.000 121.824 0.0280 18642011. 24855. -0.001094 0.000 8.578E+11 -33.3165 2683.3766 0.000 124.080 0.0256 18700755. 24779. -0.001045 0.000 8.545E+11 -33.9110 2988.7488 0.000 126.336 0.0233 18759200. 24703. -0.000995 0.000 8.511E+11 -34.0149 3294.1210 0.000 128.592 0.0211 18817343. 24626. -0.000946 0.000 8.479E+11 -33.6747 3599.4931 0.000 130.848 0.0190 18875185. 24551. -0.000895 0.000 8.447E+11 -32.9371 3904.8653 0.000 133.104 0.0171 18932731. 24478. -0.000845 0.000 8.415E+11 -31.8497 4210.2374 0.000 135.360 0.0152 18989983. 24408. -0.000794 0.000 8.383E+11 -30.4600 4515.6096 0.000 137.616 0.0135 19046949. 24341. -0.000742 0.000 8.351E+11 -28.8163 4820.9818 0.000 139.872 0.0119 19103635. 24278. -0.000691 0.000 8.320E+11 -26.9672 5126.3539 0.000 142.128 0.0104 19160051. -10836. -0.000639 0.000 8.289E+11 -31103. 6768000. 0.000 144.384 0.008985 19058034. -76326. -0.000587 0.000 8.345E+11 -26955. 6768000. 0.000 146.640 0.007719 18818694. -132852. -0.000536 0.000 8.478E+11 -23156. 6768000. 0.000 148.896 0.006566 18461371. -181190. -0.000487 0.000 8.684E+11 -19697. 6768000. 0.000 151.152 0.005520 18003677. -222089. -0.000441 0.000 8.958E+11 -16561. 6768000. 0.000 153.408 0.004578 17461577. -256260. -0.000397 0.000 9.299E+11 -13733. 6768000. 0.000 155.664 0.003730 16849474. -284375. -0.000356 0.000 9.706E+11 -11191. 6768000. 0.000 157.920 0.002972 16180312. -307054. -0.000318 0.000 1.017E+12 -8914.5410 6768000. 0.000 160.176 0.002294 15465687. -324871. -0.000284 0.000 1.069E+12 -6880.8020 6768000. 0.000 162.432 0.001689 14715958. -338349. -0.000253 0.000 1.126E+12 -5067.9148 6768000. 0.000 164.688 0.001152 13940359. -347963. -0.000225 0.000 1.185E+12 -3454.5926 6768000. 0.000 166.944 0.000674 13147110. -354139. -0.000201 0.000 1.366E+12 -2020.8758 6768000. 0.000 169.200 0.000245 12343520. -357247. -0.000181 0.000 1.499E+12 -734.1630 6768000. 0.000 171.456 -0.000142 11536145. -357593. -0.000163 0.000 1.500E+12 426.8027 6768000. 0.000 173.712 -0.000490 10730897. -355453. -0.000146 0.000 1.502E+12 1470.3778 6768000. 0.000 175.968 -0.000802 9933092. -351082. -0.000131 0.000 1.503E+12 2404.8572 6768000. 0.000 178.224 -0.001079 9147488. -344717. -0.000116 0.000 1.504E+12 3238.4242 6768000. 0.000 180.480 -0.001326 8378330. -336575. -0.000103 0.000 1.504E+12 3979.1090 6768000. 0.000 182.736 -0.001545 7629392. -326859. -9.115E-05 0.000 1.505E+12 4634.7514 6768000. 0.000 184.992 -0.001738 6904014. -315750. -8.026E-05 0.000 1.505E+12 5212.9694 6768000. 0.000 187.248 -0.001907 6205140. -303417. -7.043E-05 0.000 1.505E+12 5721.1356 6768000. 0.000 189.504 -0.002055 5535360. -290008. -6.163E-05 0.000 1.505E+12 6166.3499 6768000. 0.000

Page 23

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 191.760 -0.002185 4896942. -275658. -5.382E-05 0.000 1.505E+12 6555.4143 6768000. 0.000 194.016 -0.002298 4291870. -260486. -4.693E-05 0.000 1.505E+12 6894.8097 6768000. 0.000 196.272 -0.002397 3721873. -244597. -4.093E-05 0.000 1.506E+12 7190.6769 6768000. 0.000 198.528 -0.002483 3188458. -228084. -3.575E-05 0.000 1.506E+12 7448.7997 6768000. 0.000 200.784 -0.002558 2692942. -211025. -3.134E-05 0.000 1.506E+12 7674.5892 6768000. 0.000 203.040 -0.002624 2236476. -193487. -2.765E-05 0.000 1.506E+12 7873.0717 6768000. 0.000 205.296 -0.002683 1820071. -175527. -2.461E-05 0.000 1.506E+12 8048.8766 6768000. 0.000 207.552 -0.002735 1444624. -157191. -2.217E-05 0.000 1.506E+12 8206.2268 6768000. 0.000 209.808 -0.002783 1110938. -138517. -2.025E-05 0.000 1.506E+12 8348.9293 6768000. 0.000 212.064 -0.002827 819740. -119534. -1.881E-05 0.000 1.506E+12 8480.3679 6768000. 0.000 214.320 -0.002868 571699. -100263. -1.776E-05 0.000 1.506E+12 8603.4951 6768000. 0.000 216.576 -0.002907 367444. -80721. -1.706E-05 0.000 1.506E+12 8720.8259 6768000. 0.000 218.832 -0.002945 207573. -60919. -1.663E-05 0.000 1.506E+12 8834.4311 6768000. 0.000 221.088 -0.002982 92664. -40863. -1.641E-05 0.000 1.506E+12 8945.9318 6768000. 0.000 223.344 -0.003019 23285. -20556. -1.632E-05 0.000 1.506E+12 9056.4929 6768000. 0.000 225.600 -0.003056 0.000 0.000 -1.630E-05 0.000 1.506E+12 9166.8180 3384000. 0.000







Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 31557. M = 2274149. 734000. 0.06399652 6812155. -128729. 0.00000000 2 1 V = 27564. M = 11949654. 1260000. 0.19406099 16087942. -300605. 0.00000000

Page 24

Route 609 Drilled Shafts Pier 1 Column 2 Strength -7ft Socket- 54-inch dia-New Loads.lp6o 3 1 V = 30795. M = 8356072. 1073000. 0.13045484 12855938. -240654. 0.00000000 4 1 V = 25279. M = 15252042. 1142000. 0.30252081 19160051. -357593. 0.00000000



Top Rotation Shear React. Mom. React. K23 K33 rad lbs in-lbs lbs/rad in-lbs/rad ------------ -------------- -------------- -------------- -------------- 0.000006703 1885.887120088 227415. 281367497. 33929476143. 0.0000202 5677.085831234 684587. 281367497. 33929476143. 0.0000320 8997.968316876 1085045. 281367107. 33929428515. 0.0000404 11354. 1369174. 281364910. 33929152345. 0.0000468 13182. 1589562. 281363124. 33928920574. 0.0000522 14675. 1769632. 281361824. 33928748106. 0.0000566 15938. 1921879. 281360851. 33928616905. 0.0000605 17031. 2053761. 281359905. 33928490488. 0.0000640 17996. 2170090. 281358858. 33928352890. 0.0000670 18859. 2274149. 281357827. 33928217805.



Page 25

Lateral D

eflection

(inch

es)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - S

treng

th L

imit S

tate - Co

lum

n #2

Depth (ft)

-0.1-0.05

00.05

0.10.15

0.20.25

0.30.35

0.4

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Ben

din

g M

om

ent (in

-kips)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - S

treng

th L

imit S

tate - Co

lum

n #2

Depth (ft)

02000

40006000

80001E

41.2E

41.4E

41.6E

41.8E

42E

4

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Sh

ear Fo

rce (kips)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 1 - S

treng

th L

imit S

tate - Co

lum

n #2

Depth (ft)

-400-350

-300-250

-200-150

-100-50

050

100

012345678910111213141516171819

Case 1

Case 2

Case 3

Case 4

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o================================================================================




================================================================================




Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6dName of output file: Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6oName of plot output file: Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6pName of runtime file: Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6r


Date: March 18, 2013 Time: 17:49:09

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for Drilled Pier 2-Columns 1&3-Service State

Page 1

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o

-------------------------------------------------------------------------------- Program Options--------------------------------------------------------------------------------














Page 2

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 2 23.300000 54.0000000


Section No. 1:














Page 3



-------------------------------------------------------------------------------- Summary of Soil Properties-------------------------------------------------------------------------------- Layer Soil Type Depth Eff. Unit Friction qu kpy Num. (p-y Curve Criteria) ft Wt., pcf Ang., deg. psi pci ----- ------------------------ ---------- ------------- -------------- ---------- ---------- 1 Sand (Reese, et al.) 8.500 62.600 32.000 -- 60.000 16.300 62.600 32.000 -- 60.000 2 Vuggy Limestone 16.300 77.600 -- 3000.000 -- 25.000 77.600 -- 3000.000 --

-------------------------------------------------------------------------------- Loading Type--------------------------------------------------------------------------------








Page 4


Section No. 1:








Page 5

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o Number Axial Thrust Force kips ------ ------------------ 1 482.800 2 497.800 3 589.000 4 590.500 5 691.500




Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 985.8974128 1577435860. 113.7701215 0.0000711 0.0000374 0.2548938 2.0571897 0.000001250 1971.7115584 1577369247. 70.4347806 0.0000880 0.0000205 0.3134929 2.5434733 0.000001875 2957.3811611 1577269953. 56.0117725 0.0001050 0.000003772 0.3716022 3.0309589 0.000002500 3942.5874713 1577034989. 48.8164012 0.0001220 -0.0000130 0.4292134 3.5196141 0.000003125 4925.0358774 1576011481. 44.5085744 0.0001391 -0.0000297 0.4862848 4.0091208 0.000003750 5902.6227384 1574032730. 41.6413769 0.0001562 -0.0000463 0.5427741 4.4991372 0.000004375 6874.4458822 1571301916. 39.5959804 0.0001732 -0.0000630 0.5986588 4.9894838 0.000005000 7840.0907876 1568018158. 38.0635330 0.0001903 -0.0000797 0.6539267 5.4800623 0.000005625 8799.3538058 1564329565. 36.8727107 0.0002074 -0.0000963 0.7085706 5.9708172 0.000006250 9752.1218940 1560339503. 35.9208334 0.0002245 -0.0001130 0.7625861 6.4617136 0.000006875 9752.1218940 1418490457. 31.7291927 0.0002181 -0.0001531 0.7418069 6.2721766 C 0.000007500 9752.1218940 1300282919. 30.6922109 0.0002302 -0.0001748 0.7795204 6.6168309 C 0.000008125 9752.1218940 1200261156. 29.7847180 0.0002420 -0.0001967 0.8161514 6.9544053 C 0.000008750 9752.1218940 1114528216. 28.9830570 0.0002536 -0.0002189 0.8518303 7.2859382 C 0.000009375 9752.1218940 1040226335. 28.2681512 0.0002650 -0.0002412 0.8866334 7.6119972 C 0.0000100 9752.1218940 975212189. 27.6256355 0.0002763 -0.0002637 0.9206334 7.9331343 C 0.0000106 9752.1218940 917846766. 27.0458152 0.0002874 -0.0002864 0.9539421 8.2502981 C 0.0000113 9752.1218940 866855279. 26.5197462 0.0002983 -0.0003092 0.9866205 -8.8773453 C 0.0000119 9752.1218940 821231317. 26.0400208 0.0003092 -0.0003320 1.0187158 -9.5357366 C 0.0000125 9752.1218940 780169752. 25.6007434 0.0003200 -0.0003550 1.0502746 -10.1968555 C 0.0000131 9752.1218940 743018811. 25.1952769 0.0003307 -0.0003781 1.0812708 -10.8610289 C 0.0000138 9882.3669939 718717600. 24.8201650 0.0003413 -0.0004012 1.1117579 -11.5277967 C 0.0000144 10095. 702280532. 24.4739279 0.0003518 -0.0004244 1.1418453 -12.1961250 C 0.0000150 10305. 686996873. 24.1511734 0.0003623 -0.0004477 1.1714601 -12.8667895 C 0.0000156 10512. 672773177. 23.8501389 0.0003727 -0.0004711 1.2006547 -13.5393121 C 0.0000163 10717. 659532831. 23.5698487 0.0003830 -0.0004945 1.2295038 -14.2129713 C 0.0000169 10920. 647117227. 23.3059127 0.0003933 -0.0005180 1.2579115 -14.8887877 C 0.0000175 11121. 635512969. 23.0593292 0.0004035 -0.0005415 1.2860166 -15.5653654 C

Page 6

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.0000181 11321. 624604927. 22.8268597 0.0004137 -0.0005650 1.3137489 -16.2434631 C 0.0000188 11519. 614333755. 22.6074808 0.0004239 -0.0005886 1.3411317 -16.9228698 C 0.0000194 11716. 604703209. 22.4025491 0.0004340 -0.0006122 1.3683057 -17.6021114 C 0.0000200 11911. 595534776. 22.2054429 0.0004441 -0.0006359 1.3949876 -18.2842430 C 0.0000206 12105. 586906327. 22.0207514 0.0004542 -0.0006596 1.4214753 -18.9660943 C 0.0000213 12299. 578756078. 21.8466912 0.0004642 -0.0006833 1.4477295 -19.6480890 C 0.0000219 12490. 570968721. 21.6786906 0.0004742 -0.0007070 1.4735409 -20.3325493 C 0.0000225 12681. 563599977. 21.5204484 0.0004842 -0.0007308 1.4991607 -21.0167323 C 0.0000231 12872. 556615840. 21.3711748 0.0004942 -0.0007545 1.5245883 -21.7006371 C 0.0000238 13061. 549928609. 21.2270223 0.0005041 -0.0007784 1.5496328 -22.3864258 C 0.0000244 13249. 543549249. 21.0894255 0.0005141 -0.0008022 1.5744113 -23.0728060 C 0.0000256 13625. 531687848. 20.8354847 0.0005339 -0.0008498 1.6233991 -24.4447366 C 0.0000269 13996. 520791346. 20.6008711 0.0005536 -0.0008976 1.6712482 -25.8200149 C 0.0000281 14366. 510799383. 20.3871815 0.0005734 -0.0009454 1.7182556 -27.1952363 C 0.0000294 14734. 501590544. 20.1911738 0.0005931 -0.0009931 1.7643816 -28.5708875 C 0.0000306 15099. 493037744. 20.0084310 0.0006128 -0.0010410 1.8094684 -29.9489683 C 0.0000319 15463. 485117943. 19.8412366 0.0006324 -0.0010888 1.8538053 -31.3259256 C 0.0000331 15825. 477750043. 19.6870830 0.0006521 -0.0011366 1.8973320 -32.7024770 C 0.0000344 16185. 470833206. 19.5411425 0.0006717 -0.0011845 1.9397912 -34.0820173 C 0.0000356 16543. 464368155. 19.4065549 0.0006914 -0.0012324 1.9815015 -35.4604091 C 0.0000369 16900. 458308642. 19.2821756 0.0007110 -0.0012802 2.0224586 -36.8376421 C 0.0000381 17256. 452613406. 19.1669018 0.0007307 -0.0013280 2.0626495 -38.2138254 C 0.0000394 17609. 447211429. 19.0561906 0.0007503 -0.0013759 2.1017787 -39.5931560 C 0.0000406 17961. 442112255. 18.9533061 0.0007700 -0.0014238 2.1401546 -40.9712924 C 0.0000419 18311. 437288492. 18.8575571 0.0007897 -0.0014716 2.1777727 -42.3482227 C 0.0000431 18661. 432715918. 18.7683330 0.0008094 -0.0015194 2.2146284 -43.7239347 C 0.0000444 19009. 428373036. 18.6850918 0.0008292 -0.0015671 2.2507168 -45.0984161 C 0.0000456 19356. 424234078. 18.6064870 0.0008489 -0.0016148 2.2859627 -46.4727980 C 0.0000469 19700. 420274248. 18.5310260 0.0008686 -0.0016626 2.3202736 -47.8486052 C 0.0000481 20044. 416494350. 18.4604036 0.0008884 -0.0017103 2.3538151 -49.2231304 C 0.0000494 20386. 412880462. 18.3942622 0.0009082 -0.0017580 2.3865821 -50.5963595 C 0.0000506 20727. 409420035. 18.3322797 0.0009281 -0.0018057 2.4185698 -51.9682780 C 0.0000519 21067. 406101723. 18.2741653 0.0009480 -0.0018533 2.4497727 -53.3388712 C 0.0000531 21405. 402915244. 18.2196557 0.0009679 -0.0019008 2.4801859 -54.7081241 C 0.0000544 21742. 399851257. 18.1685121 0.0009879 -0.0019483 2.5098039 -56.0760211 C 0.0000556 22078. 396901256. 18.1205174 0.0010080 -0.0019958 2.5386212 -57.4425465 C 0.0000569 22412. 394054418. 18.0748810 0.0010280 -0.0020432 2.5665855 -58.8086617 C 0.0000581 22744. 391301084. 18.0308714 0.0010480 -0.0020907 2.5936491 -60.0000000 CY 0.0000594 23076. 388641226. 17.9895571 0.0010681 -0.0021381 2.6199058 -60.0000000 CY 0.0000606 23405. 386068815. 17.9507818 0.0010883 -0.0021855 2.6453495 -60.0000000 CY 0.0000619 23734. 383578305. 17.9144023 0.0011085 -0.0022328 2.6699743 -60.0000000 CY 0.0000631 24061. 381164583. 17.8802867 0.0011287 -0.0022801 2.6937742 -60.0000000 CY 0.0000644 24387. 378822928. 17.8483137 0.0011490 -0.0023273 2.7167430 -60.0000000 CY 0.0000656 24711. 376548973. 17.8183715 0.0011693 -0.0023744 2.7388742 -60.0000000 CY 0.0000669 25034. 374338672. 17.7903571 0.0011897 -0.0024215 2.7601615 -60.0000000 CY 0.0000681 25355. 372188271. 17.7641750 0.0012102 -0.0024686 2.7805982 -60.0000000 CY 0.0000694 25675. 370094280. 17.7397371 0.0012307 -0.0025156 2.8001777 -60.0000000 CY 0.0000706 25994. 368053453. 17.7169617 0.0012513 -0.0025625 2.8188931 -60.0000000 CY 0.0000719 26311. 366062760. 17.6957732 0.0012719 -0.0026094 2.8367374 -60.0000000 CY 0.0000731 26626. 364119375. 17.6761012 0.0012926 -0.0026562 2.8537034 -60.0000000 CY 0.0000744 26940. 362220655. 17.6578807 0.0013133 -0.0027029 2.8697838 -60.0000000 CY 0.0000794 28115. 354203601. 17.5853668 0.0013958 -0.0028904 2.9244980 -60.0000000 CY 0.0000844 28956. 343184490. 17.4678351 0.0014738 -0.0030824 2.9625600 -60.0000000 CY 0.0000894 29644. 331681890. 17.3441928 0.0015501 -0.0032761 2.9869955 -60.0000000 CY 0.0000944 30278. 320829013. 17.2345515 0.0016265 -0.0034697 2.9988104 -60.0000000 CY 0.0000994 30689. 308822767. 17.0988239 0.0016992 -0.0036671 2.9997519 -60.0000000 CY

Page 7

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.0001044 31062. 297601185. 16.9769881 0.0017720 -0.0038643 2.9999930 -60.0000000 CY 0.0001094 31419. 287260585. 16.8692545 0.0018451 -0.0040612 2.9990035 -60.0000000 CY 0.0001144 31763. 277712619. 16.7780920 0.0019190 -0.0042573 2.9984412 -60.0000000 CY 0.0001194 32087. 268793600. 16.6988935 0.0019934 -0.0044528 2.9988933 -60.0000000 CY 0.0001244 32333. 259961960. 16.6136878 0.0020663 -0.0046499 2.9999839 -60.0000000 CY 0.0001294 32486. 251096504. 16.5171452 0.0021369 -0.0048493 2.9995219 60.0000000 CY 0.0001344 32627. 242808084. 16.4281417 0.0022075 -0.0050487 2.9979398 60.0000000 CY 0.0001394 32762. 235066061. 16.3461661 0.0022782 -0.0052480 2.9989703 60.0000000 CY 0.0001444 32892. 227822351. 16.2737655 0.0023495 -0.0054467 2.9993154 60.0000000 CY 0.0001494 33017. 221033119. 16.2095517 0.0024213 -0.0056449 2.9960583 60.0000000 CY 0.0001544 33138. 214656037. 16.1526144 0.0024936 -0.0058427 2.9997367 60.0000000 CY 0.0001594 33254. 208652157. 16.1023497 0.0025663 -0.0060399 2.9963519 60.0000000 CY 0.0001644 33367. 202992369. 16.0577355 0.0026395 -0.0062368 2.9997525 60.0000000 CY 0.0001694 33476. 197644180. 16.0185171 0.0027131 -0.0064331 2.9954378 60.0000000 CY 0.0001744 33582. 192585170. 15.9838346 0.0027872 -0.0066291 2.9993840 60.0000000 CY 0.0001794 33681. 187766143. 15.9517579 0.0028613 -0.0068249 2.9964675 60.0000000 CY 0.0001844 33764. 183125285. 15.9178963 0.0029349 -0.0070214 2.9979416 60.0000000 CY 0.0001894 33825. 178613531. 15.8775074 0.0030068 -0.0072194 2.9999401 60.0000000 CY 0.0001944 33860. 174199251. 15.8310700 0.0030772 -0.0074191 2.9944723 60.0000000 CY 0.0001994 33887. 169963897. 15.7851714 0.0031472 -0.0076191 2.9974639 60.0000000 CY 0.0002044 33908. 165911533. 15.7408483 0.0032170 -0.0078192 2.9996835 60.0000000 CY 0.0002094 33928. 162046557. 15.6999844 0.0032872 -0.0080191 2.9970464 60.0000000 CY 0.0002144 33948. 158356329. 15.6622640 0.0033576 -0.0082187 2.9944472 60.0000000 CY 0.0002194 33966. 154831022. 15.6271047 0.0034282 -0.0084181 2.9980609 60.0000000 CY 0.0002244 33984. 151459528. 15.5943569 0.0034990 -0.0086173 2.9998217 60.0000000 CY 0.0002294 34000. 148230012. 15.5642144 0.0035700 -0.0088162 2.9965490 60.0000000 CY 0.0002344 34016. 145134455. 15.5363105 0.0036413 -0.0090149 2.9927117 60.0000000 CY 0.0002394 34031. 142165845. 15.5102407 0.0037128 -0.0092135 2.9967670 60.0000000 CY 0.0002444 34045. 139316336. 15.4859084 0.0037844 -0.0094119 2.9992063 60.0000000 CY 0.0002494 34059. 136578642. 15.4632395 0.0038561 -0.0096101 2.9998638 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 984.9026559 1575844249. 116.5087584 0.0000728 0.0000391 0.2609044 2.1068275 0.000001250 1969.7216240 1575777299. 71.8041485 0.0000898 0.0000223 0.3194391 2.5931129 0.000001875 2954.3959053 1575677816. 56.9247394 0.0001067 0.000005484 0.3774841 3.0806015 0.000002500 3938.7011877 1575480475. 49.5013587 0.0001238 -0.0000112 0.4350324 3.5692735 0.000003125 4920.5935247 1574589928. 45.0573132 0.0001408 -0.0000279 0.4920469 4.0588503 0.000003750 5897.8355022 1572756134. 42.0996740 0.0001579 -0.0000446 0.5484837 4.5489771 0.000004375 6869.4250766 1570154303. 39.9898839 0.0001750 -0.0000613 0.6043185 5.0394603 0.000005000 7834.8988317 1566979766. 38.4092649 0.0001920 -0.0000780 0.6595381 5.5301934 0.000005625 8794.0276909 1563382701. 37.1810543 0.0002091 -0.0000946 0.7141348 6.0211158 0.000006250 9746.6857922 1559469727. 36.1993216 0.0002262 -0.0001113 0.7681037 6.5121896 0.000006875 9746.6857922 1417699752. 32.1230276 0.0002208 -0.0001504 0.7504269 6.3506974 C 0.000007500 9746.6857922 1299558106. 31.0674068 0.0002330 -0.0001720 0.7884035 6.6984360 C 0.000008125 9746.6857922 1199592098. 30.1424071 0.0002449 -0.0001938 0.8252494 7.0386859 C 0.000008750 9746.6857922 1113906948. 29.3258968 0.0002566 -0.0002159 0.8611439 7.3729337 C 0.000009375 9746.6857922 1039646485. 28.5971225 0.0002681 -0.0002382 0.8961304 7.7014365 C 0.0000100 9746.6857922 974668579. 27.9435404 0.0002794 -0.0002606 0.9303432 8.0253267 C 0.0000106 9746.6857922 917335133. 27.3529959 0.0002906 -0.0002831 0.9638301 8.3449481 C 0.0000113 9746.6857922 866372070. 26.8165336 0.0003017 -0.0003058 0.9966545 -8.7805184 C

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Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.0000119 9746.6857922 820773540. 26.3268577 0.0003126 -0.0003286 1.0288698 -9.4369572 C 0.0000125 9746.6857922 779734863. 25.8778480 0.0003235 -0.0003515 1.0605176 -10.0964051 C 0.0000131 9815.5096965 747848358. 25.4648847 0.0003342 -0.0003745 1.0916510 -10.7584095 C 0.0000138 10034. 729727333. 25.0844029 0.0003449 -0.0003976 1.1223303 -11.4224318 C 0.0000144 10248. 712871940. 24.7293840 0.0003555 -0.0004208 1.1524452 -12.0896318 C 0.0000150 10459. 697257885. 24.4002713 0.0003660 -0.0004440 1.1821588 -12.7584320 C 0.0000156 10668. 682747021. 24.0942682 0.0003765 -0.0004673 1.2114889 -13.4286909 C 0.0000163 10874. 669157025. 23.8065039 0.0003869 -0.0004906 1.2403382 -14.1014476 C 0.0000169 11079. 656505413. 23.5390415 0.0003972 -0.0005140 1.2689052 -14.7747003 C 0.0000175 11280. 644587684. 23.2856880 0.0004075 -0.0005375 1.2969965 -15.4504883 C 0.0000181 11481. 633438527. 23.0490824 0.0004178 -0.0005610 1.3248220 -16.1266572 C 0.0000188 11680. 622928273. 22.8252883 0.0004280 -0.0005845 1.3522670 -16.8044370 C 0.0000194 11877. 613013088. 22.6137711 0.0004381 -0.0006081 1.3793724 -17.4834310 C 0.0000200 12074. 603700815. 22.4159689 0.0004483 -0.0006317 1.4062794 -18.1621380 C 0.0000206 12268. 594817462. 22.2252998 0.0004584 -0.0006554 1.4326954 -18.8437489 C 0.0000213 12462. 586437605. 22.0461378 0.0004685 -0.0006790 1.4589070 -19.5251800 C 0.0000219 12655. 578521624. 21.8776602 0.0004786 -0.0007027 1.4849230 -20.2063280 C 0.0000225 12846. 570937446. 21.7143489 0.0004886 -0.0007264 1.5104733 -20.8902124 C 0.0000231 13037. 563745009. 21.5600601 0.0004986 -0.0007502 1.5358179 -21.5739659 C 0.0000238 13227. 556917674. 21.4142988 0.0005086 -0.0007739 1.5609697 -22.2574391 C 0.0000244 13416. 550396702. 21.2747187 0.0005186 -0.0007977 1.5858240 -22.9418269 C 0.0000256 13791. 538183332. 21.0121847 0.0005384 -0.0008453 1.6346418 -24.3134265 C 0.0000269 14165. 527052274. 20.7750539 0.0005583 -0.0008929 1.6826663 -25.6842610 C 0.0000281 14534. 516765658. 20.5540679 0.0005781 -0.0009407 1.7294994 -27.0591195 C 0.0000294 14902. 507312658. 20.3532046 0.0005979 -0.0009884 1.7755756 -28.4328575 C 0.0000306 15268. 498555316. 20.1674503 0.0006176 -0.0010361 1.8207099 -29.8077394 C 0.0000319 15632. 490404457. 19.9944566 0.0006373 -0.0010839 1.8648664 -31.1842929 C 0.0000331 15994. 482831914. 19.8357043 0.0006571 -0.0011317 1.9082674 -32.5597077 C 0.0000344 16354. 475766001. 19.6889505 0.0006768 -0.0011794 1.9508563 -33.9346712 C 0.0000356 16712. 469114435. 19.5496131 0.0006965 -0.0012273 1.9923793 -35.3126121 C 0.0000369 17069. 462880933. 19.4208117 0.0007161 -0.0012751 2.0331477 -36.6893881 C 0.0000381 17424. 457024072. 19.3015199 0.0007359 -0.0013229 2.0731570 -38.0649882 C 0.0000394 17778. 451507685. 19.1908417 0.0007556 -0.0013706 2.1124027 -39.4394013 C 0.0000406 18130. 446271219. 19.0849860 0.0007753 -0.0014184 2.1506415 -40.8161572 C 0.0000419 18480. 441311297. 18.9857342 0.0007950 -0.0014662 2.1880612 -42.1925677 C 0.0000431 18829. 436610336. 18.8932160 0.0008148 -0.0015140 2.2247168 -43.5677529 C 0.0000444 19176. 432146184. 18.8068722 0.0008346 -0.0015617 2.2606036 -44.9417000 C 0.0000456 19523. 427899107. 18.7262048 0.0008544 -0.0016094 2.2957168 -46.3143963 C 0.0000469 19868. 423851474. 18.6507695 0.0008743 -0.0016570 2.3300515 -47.6858288 C 0.0000481 20211. 419973344. 18.5782450 0.0008941 -0.0017047 2.3634462 -49.0586679 C 0.0000494 20553. 416260423. 18.5095467 0.0009139 -0.0017523 2.3959996 -50.4312865 C 0.0000506 20893. 412705731. 18.4451395 0.0009338 -0.0018000 2.4277717 -51.8025856 C 0.0000519 21232. 409297578. 18.3847234 0.0009537 -0.0018475 2.4587572 -53.1725503 C 0.0000531 21570. 406025366. 18.3280265 0.0009737 -0.0018951 2.4889508 -54.5411653 C 0.0000544 21907. 402879468. 18.2748022 0.0009937 -0.0019426 2.5183472 -55.9084149 C 0.0000556 22242. 399851117. 18.2248263 0.0010138 -0.0019900 2.5469409 -57.2742832 C 0.0000569 22576. 396932313. 18.1778946 0.0010339 -0.0020374 2.5747263 -58.6387537 C 0.0000581 22908. 394115737. 18.1338206 0.0010540 -0.0020847 2.6016978 -60.0000000 CY 0.0000594 23239. 391394685. 18.0924337 0.0010742 -0.0021320 2.6278497 -60.0000000 CY 0.0000606 23568. 388755849. 18.0520666 0.0010944 -0.0021793 2.6530616 -60.0000000 CY 0.0000619 23896. 386201004. 18.0140698 0.0011146 -0.0022266 2.6774443 -60.0000000 CY 0.0000631 24223. 383725364. 17.9784077 0.0011349 -0.0022739 2.7009995 -60.0000000 CY 0.0000644 24548. 381324066. 17.9449551 0.0011552 -0.0023210 2.7237209 -60.0000000 CY 0.0000656 24871. 378992610. 17.9135965 0.0011756 -0.0023682 2.7456020 -60.0000000 CY 0.0000669 25194. 376726826. 17.8842254 0.0011960 -0.0024152 2.7666364 -60.0000000 CY 0.0000681 25514. 374522847. 17.8567433 0.0012165 -0.0024623 2.7868174 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.0000694 25834. 372377075. 17.8310593 0.0012370 -0.0025092 2.8061382 -60.0000000 CY 0.0000706 26151. 370286165. 17.8070890 0.0012576 -0.0025561 2.8245919 -60.0000000 CY 0.0000719 26468. 368246996. 17.7847541 0.0012783 -0.0026030 2.8421714 -60.0000000 CY 0.0000731 26783. 366256655. 17.7639822 0.0012990 -0.0026498 2.8588693 -60.0000000 CY 0.0000744 27096. 364312420. 17.7447059 0.0013198 -0.0026965 2.8746785 -60.0000000 CY 0.0000794 28275. 356226293. 17.6699045 0.0014025 -0.0028837 2.9283573 -60.0000000 CY 0.0000844 29133. 345282902. 17.5562631 0.0014813 -0.0030749 2.9655589 -60.0000000 CY 0.0000894 29819. 333636052. 17.4295140 0.0015578 -0.0032685 2.9887742 -60.0000000 CY 0.0000944 30456. 322712099. 17.3181696 0.0016344 -0.0034618 2.9993176 -60.0000000 CY 0.0000994 30876. 310705810. 17.1822946 0.0017075 -0.0036588 2.9999516 -60.0000000 CY 0.0001044 31248. 299377258. 17.0597743 0.0017806 -0.0038556 2.9987227 -60.0000000 CY 0.0001094 31603. 288943856. 16.9526729 0.0018542 -0.0040521 2.9977091 -60.0000000 CY 0.0001144 31945. 279301081. 16.8594028 0.0019283 -0.0042480 2.9977277 -60.0000000 CY 0.0001194 32269. 270317651. 16.7790187 0.0020030 -0.0044433 2.9972376 -60.0000000 CY 0.0001244 32521. 261471720. 16.6940986 0.0020763 -0.0046399 2.9987093 -60.0000000 CY 0.0001294 32678. 252585770. 16.5973912 0.0021473 -0.0048390 2.9998821 60.0000000 CY 0.0001344 32819. 244237970. 16.5095007 0.0022185 -0.0050378 2.9988577 60.0000000 CY 0.0001394 32954. 236440668. 16.4288133 0.0022898 -0.0052365 2.9965777 60.0000000 CY 0.0001444 33082. 229140193. 16.3546472 0.0023612 -0.0054350 2.9998100 60.0000000 CY 0.0001494 33205. 222295751. 16.2890065 0.0024332 -0.0056331 2.9974801 60.0000000 CY 0.0001544 33325. 215869688. 16.2305376 0.0025056 -0.0058307 2.9999879 60.0000000 CY 0.0001594 33440. 209817974. 16.1790406 0.0025785 -0.0060277 2.9977494 60.0000000 CY 0.0001644 33552. 204115640. 16.1330774 0.0026519 -0.0062244 2.9999932 60.0000000 CY 0.0001694 33659. 198725560. 16.0927963 0.0027257 -0.0064205 2.9970618 60.0000000 CY 0.0001744 33764. 193629384. 16.0569073 0.0027999 -0.0066163 2.9998721 60.0000000 CY 0.0001794 33862. 188778802. 16.0242791 0.0028744 -0.0068119 2.9949764 60.0000000 CY 0.0001844 33951. 184142887. 15.9928883 0.0029487 -0.0070076 2.9990569 60.0000000 CY 0.0001894 34013. 179603962. 15.9551162 0.0030215 -0.0072047 2.9984634 60.0000000 CY 0.0001944 34055. 175202382. 15.9133367 0.0030932 -0.0074031 2.9956282 60.0000000 CY 0.0001994 34081. 170940562. 15.8663107 0.0031633 -0.0076029 2.9988973 60.0000000 CY 0.0002044 34103. 166864866. 15.8210952 0.0032334 -0.0078028 2.9999998 60.0000000 CY 0.0002094 34122. 162972280. 15.7793697 0.0033038 -0.0080024 2.9935939 60.0000000 CY 0.0002144 34141. 159257875. 15.7404614 0.0033744 -0.0082019 2.9967803 60.0000000 CY 0.0002194 34159. 155709427. 15.7041914 0.0034451 -0.0084011 2.9993185 60.0000000 CY 0.0002244 34176. 152315255. 15.6705045 0.0035161 -0.0086002 2.9990669 60.0000000 CY 0.0002294 34191. 149063537. 15.6395791 0.0035873 -0.0087989 2.9929583 60.0000000 CY 0.0002344 34207. 145948147. 15.6106583 0.0036587 -0.0089975 2.9955250 60.0000000 CY 0.0002394 34221. 142960483. 15.5836331 0.0037303 -0.0091959 2.9985383 60.0000000 CY 0.0002444 34235. 140092648. 15.5584040 0.0038021 -0.0093942 2.9999119 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 978.8330950 1566132952. 133.2186954 0.0000833 0.0000495 0.2974352 2.4096951 0.000001250 1957.5799321 1566063946. 80.1594211 0.0001002 0.0000327 0.3555774 2.8959915 0.000001875 2936.1811983 1565963306. 62.4952591 0.0001172 0.0000159 0.4132299 3.3834985 0.000002500 3914.5640679 1565825627. 53.6798782 0.0001342 -0.000000800 0.4703877 3.8722162 0.000003125 4892.1570220 1565490247. 48.4032745 0.0001513 -0.0000175 0.5270385 4.3620780 0.000003750 5866.6793799 1564447835. 44.8931009 0.0001683 -0.0000342 0.5831413 4.8527622 0.000004375 6836.4242414 1562611255. 42.3900984 0.0001855 -0.0000508 0.6386612 5.3439875 0.000005000 7800.5611472 1560112229. 40.5154613 0.0002026 -0.0000674 0.6935780 5.8355919 0.000005625 8758.6567004 1557094525. 39.0591348 0.0002197 -0.0000840 0.7478796 6.3274776

Page 10

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.000006250 9710.4741390 1553675862. 37.8952931 0.0002368 -0.0001007 0.8015582 6.8195844 0.000006875 9710.4741390 1412432602. 34.4175191 0.0002366 -0.0001346 0.8003196 6.8081616 C 0.000007500 9710.4741390 1294729885. 33.2521691 0.0002494 -0.0001556 0.8397760 7.1736218 C 0.000008125 9710.4741390 1195135279. 32.2319971 0.0002619 -0.0001769 0.8780193 7.5310456 C 0.000008750 9710.4741390 1109768473. 31.3294710 0.0002741 -0.0001984 0.9151685 7.8813406 C 0.000009375 9710.4741390 1035783908. 30.5259826 0.0002862 -0.0002201 0.9513836 8.2258452 C 0.0000100 9710.4741390 971047414. 29.8018167 0.0002980 -0.0002420 0.9866461 8.5642266 C 0.0000106 9710.4741390 913926978. 29.1476037 0.0003097 -0.0002641 1.0211195 8.8979117 C 0.0000113 9961.4945083 885466179. 28.5528855 0.0003212 -0.0002863 1.0548561 9.2272914 C 0.0000119 10209. 859725571. 28.0092487 0.0003326 -0.0003086 1.0879016 9.5527037 C 0.0000125 10450. 836014912. 27.5101176 0.0003439 -0.0003311 1.1203056 9.8745426 C 0.0000131 10685. 814130215. 27.0504638 0.0003550 -0.0003537 1.1521279 10.1933140 C 0.0000138 10916. 793896002. 26.6261937 0.0003661 -0.0003764 1.1834269 -10.8076427 C 0.0000144 11142. 775117796. 26.2328690 0.0003771 -0.0003992 1.2142162 -11.4628664 C 0.0000150 11364. 757579192. 25.8652447 0.0003880 -0.0004220 1.2444442 -12.1211686 C 0.0000156 11582. 741268804. 25.5236401 0.0003988 -0.0004449 1.2742665 -12.7810068 C 0.0000163 11798. 726008592. 25.2039268 0.0004096 -0.0004679 1.3036366 -13.4429120 C 0.0000169 12010. 711680767. 24.9032606 0.0004202 -0.0004910 1.3325403 -14.1070856 C 0.0000175 12220. 698278627. 24.6224116 0.0004309 -0.0005141 1.3611170 -14.7721011 C 0.0000181 12427. 685607501. 24.3558974 0.0004415 -0.0005373 1.3892010 -15.4397627 C 0.0000188 12632. 673720577. 24.1064080 0.0004520 -0.0005605 1.4170052 -16.1078281 C 0.0000194 12835. 662458631. 23.8692211 0.0004625 -0.0005838 1.4443729 -16.7780252 C 0.0000200 13037. 651826106. 23.6453999 0.0004729 -0.0006071 1.4714255 -17.4490680 C 0.0000206 13237. 641779860. 23.4341056 0.0004833 -0.0006304 1.4981852 -18.1207318 C 0.0000213 13434. 632199598. 23.2315552 0.0004937 -0.0006538 1.5245069 -18.7946666 C 0.0000219 13631. 623150315. 23.0410571 0.0005040 -0.0006772 1.5506225 -19.4682981 C 0.0000225 13827. 614526348. 22.8590025 0.0005143 -0.0007007 1.5763832 -20.1433258 C 0.0000231 14021. 606293590. 22.6846996 0.0005246 -0.0007242 1.6017917 -20.8197545 C 0.0000238 14214. 598479342. 22.5200046 0.0005349 -0.0007476 1.6269971 -21.4958843 C 0.0000244 14406. 591021633. 22.3627881 0.0005451 -0.0007712 1.6519151 -22.1726978 C 0.0000256 14786. 577025226. 22.0663740 0.0005655 -0.0008183 1.7007577 -23.5300320 C 0.0000269 15164. 564236950. 21.7968309 0.0005858 -0.0008655 1.7486543 -24.8879136 C 0.0000281 15537. 552430046. 21.5470995 0.0006060 -0.0009127 1.7953798 -26.2491781 C 0.0000294 15909. 541576519. 21.3196868 0.0006263 -0.0009600 1.8412878 -27.6095355 C 0.0000306 16276. 531455776. 21.1057329 0.0006464 -0.0010074 1.8859539 -28.9744271 C 0.0000319 16642. 522087289. 20.9098403 0.0006665 -0.0010547 1.9298317 -30.3381350 C 0.0000331 17005. 513356804. 20.7280407 0.0006866 -0.0011021 1.9727787 -31.7025071 C 0.0000344 17365. 505170004. 20.5570944 0.0007067 -0.0011496 2.0146749 -33.0692401 C 0.0000356 17724. 497520829. 20.3993075 0.0007267 -0.0011970 2.0557842 -34.4347716 C 0.0000369 18082. 490354258. 20.2533518 0.0007468 -0.0012444 2.0961019 -35.7990906 C 0.0000381 18436. 483567341. 20.1136975 0.0007668 -0.0012919 2.1352940 -37.1670246 C 0.0000394 18789. 477176826. 19.9838820 0.0007869 -0.0013394 2.1736914 -38.5338483 C 0.0000406 19140. 471147067. 19.8631076 0.0008069 -0.0013868 2.2112973 -39.8994324 C 0.0000419 19491. 465445451. 19.7505745 0.0008271 -0.0014342 2.2481068 -41.2637647 C 0.0000431 19838. 460019013. 19.6432680 0.0008471 -0.0014816 2.2839363 -42.6297192 C 0.0000444 20184. 454854183. 19.5416347 0.0008672 -0.0015291 2.3188623 -43.9961525 C 0.0000456 20529. 449943218. 19.4465458 0.0008872 -0.0015765 2.3529910 -45.3612953 C 0.0000469 20872. 445265520. 19.3574876 0.0009074 -0.0016239 2.3863173 -46.7251339 C 0.0000481 21214. 440802629. 19.2740002 0.0009276 -0.0016712 2.4188359 -48.0876546 C 0.0000494 21554. 436537944. 19.1956702 0.0009478 -0.0017185 2.4505415 -49.4488434 C 0.0000506 21892. 432441539. 19.1202854 0.0009680 -0.0017658 2.4812865 -50.8113871 C 0.0000519 22229. 428508639. 19.0485119 0.0009881 -0.0018131 2.5111447 -52.1739636 C 0.0000531 22564. 424734969. 18.9810171 0.0010084 -0.0018604 2.5401867 -53.5351516 C 0.0000544 22898. 421109277. 18.9175164 0.0010286 -0.0019076 2.5684070 -54.8949349 C 0.0000556 23230. 417621316. 18.8577506 0.0010490 -0.0019548 2.5957996 -56.2532971 C 0.0000569 23561. 414261735. 18.8014838 0.0010693 -0.0020019 2.6223589 -57.6102213 C

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Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.0000581 23891. 411021982. 18.7485003 0.0010898 -0.0020490 2.6480788 -58.9656902 C 0.0000594 24219. 407894219. 18.6986033 0.0011102 -0.0020960 2.6729534 -60.0000000 CY 0.0000606 24545. 404871250. 18.6516119 0.0011308 -0.0021430 2.6969763 -60.0000000 CY 0.0000619 24870. 401941297. 18.6064281 0.0011513 -0.0021900 2.7200767 -60.0000000 CY 0.0000631 25193. 399099357. 18.5630343 0.0011718 -0.0022370 2.7422613 -60.0000000 CY 0.0000644 25515. 396344753. 18.5221713 0.0011924 -0.0022839 2.7635863 -60.0000000 CY 0.0000656 25835. 393672227. 18.4837058 0.0012130 -0.0023308 2.7840450 -60.0000000 CY 0.0000669 26153. 391076904. 18.4475143 0.0012337 -0.0023776 2.8036305 -60.0000000 CY 0.0000681 26470. 388554263. 18.4134832 0.0012544 -0.0024243 2.8223358 -60.0000000 CY 0.0000694 26786. 386100102. 18.3815070 0.0012752 -0.0024710 2.8401539 -60.0000000 CY 0.0000706 27100. 383710511. 18.3514880 0.0012961 -0.0025177 2.8570773 -60.0000000 CY 0.0000719 27412. 381381843. 18.3233358 0.0013170 -0.0025643 2.8730988 -60.0000000 CY 0.0000731 27722. 379110696. 18.2969664 0.0013380 -0.0026108 2.8882106 -60.0000000 CY 0.0000744 28031. 376893891. 18.2723016 0.0013590 -0.0026572 2.9024050 -60.0000000 CY 0.0000794 29232. 368271276. 18.1855313 0.0014435 -0.0028428 2.9497047 -60.0000000 CY 0.0000844 30183. 357718668. 18.0773637 0.0015253 -0.0030310 2.9806889 -60.0000000 CY 0.0000894 30864. 345333453. 17.9383071 0.0016032 -0.0032230 2.9966665 -60.0000000 CY 0.0000944 31517. 333954971. 17.8218664 0.0016819 -0.0034143 2.9991146 -60.0000000 CY 0.0000994 32000. 322012592. 17.6937874 0.0017583 -0.0036079 2.9999008 -60.0000000 CY 0.0001044 32360. 310031831. 17.5630745 0.0018331 -0.0038031 2.9995184 -60.0000000 CY 0.0001094 32702. 298989604. 17.4460199 0.0019082 -0.0039981 2.9981682 -60.0000000 CY 0.0001144 33031. 288798260. 17.3456508 0.0019839 -0.0041923 2.9977865 -60.0000000 CY 0.0001194 33349. 279361659. 17.2603211 0.0020605 -0.0043858 2.9983620 -60.0000000 CY 0.0001244 33640. 270470117. 17.1836928 0.0021372 -0.0045790 3.0000000 60.0000000 CY 0.0001294 33835. 261529927. 17.0952286 0.0022117 -0.0047746 2.9997231 60.0000000 CY 0.0001344 33970. 252798204. 17.0023432 0.0022847 -0.0049716 2.9983584 60.0000000 CY 0.0001394 34096. 244633122. 16.9139972 0.0023574 -0.0051689 2.9981646 60.0000000 CY 0.0001444 34217. 236997633. 16.8355225 0.0024306 -0.0053656 2.9994786 60.0000000 CY 0.0001494 34333. 229843194. 16.7656217 0.0025044 -0.0055619 2.9963714 60.0000000 CY 0.0001544 34445. 223126116. 16.7032376 0.0025786 -0.0057577 2.9997901 60.0000000 CY 0.0001594 34553. 216804212. 16.6478162 0.0026532 -0.0059530 2.9964626 60.0000000 CY 0.0001644 34658. 210846909. 16.5982520 0.0027283 -0.0061479 2.9997553 60.0000000 CY 0.0001694 34759. 205219652. 16.5542933 0.0028039 -0.0063424 2.9953347 60.0000000 CY 0.0001744 34857. 199898350. 16.5150631 0.0028798 -0.0065364 2.9993008 60.0000000 CY 0.0001794 34953. 194857388. 16.4802123 0.0029561 -0.0067301 2.9968976 60.0000000 CY 0.0001844 35042. 190060944. 16.4467218 0.0030324 -0.0069239 2.9977386 60.0000000 CY 0.0001894 35128. 185492012. 16.4147244 0.0031085 -0.0071177 2.9999311 60.0000000 CY 0.0001944 35187. 181027416. 16.3770981 0.0031833 -0.0073130 2.9942289 60.0000000 CY 0.0001994 35238. 176740977. 16.3396045 0.0032577 -0.0075085 2.9977619 60.0000000 CY 0.0002044 35260. 172525415. 16.2934975 0.0033300 -0.0077063 2.9997735 60.0000000 CY 0.0002094 35280. 168500859. 16.2505908 0.0034025 -0.0079038 2.9965851 60.0000000 CY 0.0002144 35296. 164644032. 16.2094286 0.0034749 -0.0081014 2.9946873 60.0000000 CY 0.0002194 35311. 160959985. 16.1709403 0.0035475 -0.0082987 2.9981387 60.0000000 CY 0.0002244 35325. 157437089. 16.1349665 0.0036203 -0.0084960 2.9998256 60.0000000 CY 0.0002294 35338. 154063102. 16.1016855 0.0036933 -0.0086929 2.9966694 60.0000000 CY 0.0002344 35351. 150829480. 16.0707355 0.0037666 -0.0088897 2.9924732 60.0000000 CY 0.0002394 35363. 147728795. 16.0417040 0.0038400 -0.0090863 2.9965159 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 978.7329567 1565972731. 133.4943834 0.0000834 0.0000497 0.2980358 2.4146920

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Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.000001250 1957.3796131 1565903690. 80.2972702 0.0001004 0.0000329 0.3561716 2.9009885 0.000001875 2935.8806838 1565803031. 62.5871641 0.0001174 0.0000161 0.4138176 3.3884958 0.000002500 3914.1633395 1565665336. 53.7488129 0.0001344 -0.000000628 0.4709689 3.8772139 0.000003125 4891.6725728 1565335223. 48.4584532 0.0001514 -0.0000173 0.5276135 4.3670785 0.000003750 5866.1403687 1564304098. 44.9391519 0.0001685 -0.0000340 0.5837106 4.8577703 0.000004375 6835.8482096 1562479591. 42.4296565 0.0001856 -0.0000506 0.6392251 5.3490064 0.000005000 7799.9583954 1559991679. 40.5501662 0.0002028 -0.0000672 0.6941368 5.8406241 0.000005625 8758.0334647 1556983727. 39.0900756 0.0002199 -0.0000839 0.7484334 6.3325248 0.000006250 9709.8344029 1553573504. 37.9232298 0.0002370 -0.0001005 0.8021072 6.8246479 0.000006875 9709.8344029 1412339550. 34.4539268 0.0002369 -0.0001344 0.8011068 6.8154204 C 0.000007500 9709.8344029 1294644587. 33.2867096 0.0002497 -0.0001553 0.8405833 7.1811344 C 0.000008125 9709.8344029 1195056542. 32.2650656 0.0002622 -0.0001766 0.8788492 7.5388374 C 0.000008750 9709.8344029 1109695360. 31.3613993 0.0002744 -0.0001981 0.9160238 7.8894424 C 0.000009375 9709.8344029 1035715670. 30.5563997 0.0002865 -0.0002198 0.9522490 8.2341149 C 0.0000100 9709.8344029 970983440. 29.8315527 0.0002983 -0.0002417 0.9875408 8.5728501 C 0.0000106 9718.5215052 914684377. 29.1762140 0.0003100 -0.0002638 1.0220262 8.9067272 C 0.0000113 9974.4591832 886618594. 28.5805233 0.0003215 -0.0002860 1.0557756 9.2363082 C 0.0000119 10223. 860843244. 28.0360448 0.0003329 -0.0003083 1.0888345 9.5619317 C 0.0000125 10464. 837100942. 27.5361808 0.0003442 -0.0003308 1.1212527 9.8839905 C 0.0000131 10699. 815186365. 27.0758686 0.0003554 -0.0003534 1.1530890 10.2029838 C 0.0000138 10930. 794924697. 26.6510272 0.0003665 -0.0003760 1.1844027 -10.7977404 C 0.0000144 11156. 776099750. 26.2566423 0.0003774 -0.0003988 1.2151845 -11.4529559 C 0.0000150 11378. 758539689. 25.8886129 0.0003883 -0.0004217 1.2454289 -12.1110034 C 0.0000156 11597. 742209392. 25.5466692 0.0003992 -0.0004446 1.2752688 -12.7705717 C 0.0000163 11812. 726911316. 25.2260901 0.0004099 -0.0004676 1.3046312 -13.4324675 C 0.0000169 12025. 712566914. 24.9251855 0.0004206 -0.0004906 1.3335533 -14.0963561 C 0.0000175 12235. 699131596. 24.6435734 0.0004313 -0.0005137 1.3621222 -14.7613615 C 0.0000181 12442. 686446442. 24.3769028 0.0004418 -0.0005369 1.3902255 -15.4287217 C 0.0000188 12647. 674530159. 24.1267334 0.0004524 -0.0005601 1.4180218 -16.0967762 C 0.0000194 12851. 663256148. 23.8894583 0.0004629 -0.0005834 1.4454098 -16.7666543 C 0.0000200 13052. 652597421. 23.6650251 0.0004733 -0.0006067 1.4724544 -17.4376854 C 0.0000206 13252. 642540631. 23.4537012 0.0004837 -0.0006300 1.4992353 -18.1090112 C 0.0000213 13450. 632936814. 23.2505952 0.0004941 -0.0006534 1.5255489 -18.7829332 C 0.0000219 13647. 623865319. 23.0595734 0.0005044 -0.0006768 1.5516564 -19.4565518 C 0.0000225 13843. 615232886. 22.8775554 0.0005147 -0.0007003 1.5774392 -20.1312200 C 0.0000231 14036. 606979963. 22.7027718 0.0005250 -0.0007237 1.6028395 -20.8076349 C 0.0000238 14230. 599146609. 22.5376216 0.0005353 -0.0007472 1.6280365 -21.4837506 C 0.0000244 14422. 591681915. 22.3804953 0.0005455 -0.0007707 1.6529776 -22.1601811 C 0.0000256 14802. 577651389. 22.0832584 0.0005659 -0.0008179 1.7018033 -23.5174848 C 0.0000269 15180. 564841857. 21.8134757 0.0005862 -0.0008650 1.7497152 -24.8749411 C 0.0000281 15553. 553006334. 21.5630456 0.0006065 -0.0009123 1.7964234 -26.2361721 C 0.0000294 15925. 542132119. 21.3353177 0.0006267 -0.0009595 1.8423356 -27.5962199 C 0.0000306 16292. 531989906. 21.1209325 0.0006468 -0.0010069 1.8869955 -28.9609283 C 0.0000319 16658. 522598941. 20.9244842 0.0006670 -0.0010543 1.9308554 -30.3245986 C 0.0000331 17021. 513854415. 20.7426265 0.0006871 -0.0011017 1.9738169 -31.6884956 C 0.0000344 17382. 505648079. 20.5711909 0.0007071 -0.0011491 2.0156946 -33.0551877 C 0.0000356 17741. 497980728. 20.4129496 0.0007272 -0.0011965 2.0567854 -34.4206776 C 0.0000369 18098. 490797199. 20.2665709 0.0007473 -0.0012439 2.0970843 -35.7849544 C 0.0000381 18452. 483999808. 20.1269466 0.0007673 -0.0012914 2.1362898 -37.1523760 C 0.0000394 18805. 477594266. 19.9967512 0.0007874 -0.0013389 2.1746679 -38.5191534 C 0.0000406 19157. 471550393. 19.8756207 0.0008074 -0.0013863 2.2122544 -39.8846905 C 0.0000419 19507. 465835494. 19.7627533 0.0008276 -0.0014337 2.2490443 -41.2489750 C 0.0000431 19855. 460400985. 19.6555572 0.0008476 -0.0014811 2.2848870 -42.6143499 C 0.0000444 20201. 455224197. 19.5536187 0.0008677 -0.0015286 2.3197927 -43.9807306 C 0.0000456 20545. 450301917. 19.4582419 0.0008878 -0.0015760 2.3539009 -45.3458198 C 0.0000469 20888. 445613497. 19.3689118 0.0009079 -0.0016233 2.3872065 -46.7096042 C

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Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.0000481 21230. 441140427. 19.2851671 0.0009281 -0.0016707 2.4197043 -48.0720698 C 0.0000494 21570. 436866069. 19.2065934 0.0009483 -0.0017179 2.4513889 -49.4332027 C 0.0000506 21909. 432763805. 19.1313883 0.0009685 -0.0017652 2.4821446 -50.7950867 C 0.0000519 22245. 428822038. 19.0593885 0.0009887 -0.0018125 2.5119809 -52.1576010 C 0.0000531 22580. 425039906. 18.9916788 0.0010089 -0.0018598 2.5410008 -53.5187260 C 0.0000544 22914. 421406128. 18.9279736 0.0010292 -0.0019070 2.5691987 -54.8784452 C 0.0000556 23246. 417910433. 18.8680131 0.0010495 -0.0019542 2.5965689 -56.2367424 C 0.0000569 23577. 414543445. 18.8115608 0.0010699 -0.0020013 2.6231054 -57.5936005 C 0.0000581 23907. 411296590. 18.7584005 0.0010903 -0.0020484 2.6488024 -58.9490023 C 0.0000594 24235. 408162013. 18.7083345 0.0011108 -0.0020954 2.6736537 -60.0000000 CY 0.0000606 24561. 405132498. 18.6611819 0.0011313 -0.0021424 2.6976532 -60.0000000 CY 0.0000619 24886. 402198400. 18.6162317 0.0011519 -0.0021894 2.7207568 -60.0000000 CY 0.0000631 25209. 399350340. 18.5726861 0.0011724 -0.0022363 2.7429168 -60.0000000 CY 0.0000644 25530. 396589841. 18.5316780 0.0011930 -0.0022833 2.7642169 -60.0000000 CY 0.0000656 25850. 393911630. 18.4930734 0.0012136 -0.0023301 2.7846504 -60.0000000 CY 0.0000669 26169. 391310822. 18.4567489 0.0012343 -0.0023770 2.8042104 -60.0000000 CY 0.0000681 26486. 388782883. 18.4225903 0.0012550 -0.0024237 2.8228899 -60.0000000 CY 0.0000694 26801. 386323601. 18.3904919 0.0012758 -0.0024704 2.8406819 -60.0000000 CY 0.0000706 27115. 383929056. 18.3603558 0.0012967 -0.0025170 2.8575790 -60.0000000 CY 0.0000719 27427. 381595592. 18.3320913 0.0013176 -0.0025636 2.8735737 -60.0000000 CY 0.0000731 27738. 379319800. 18.3056141 0.0013386 -0.0026102 2.8886585 -60.0000000 CY 0.0000744 28047. 377098491. 18.2808459 0.0013596 -0.0026566 2.9028256 -60.0000000 CY 0.0000794 29247. 368464442. 18.1937831 0.0014441 -0.0028421 2.9500158 -60.0000000 CY 0.0000844 30199. 357918951. 18.0860206 0.0015260 -0.0030302 2.9809035 -60.0000000 CY 0.0000894 30881. 345523984. 17.9467174 0.0016040 -0.0032223 2.9967579 -60.0000000 CY 0.0000944 31534. 334132352. 17.8299923 0.0016827 -0.0034135 2.9991623 -60.0000000 CY 0.0000994 32018. 322195554. 17.7020367 0.0017591 -0.0036071 2.9999173 -60.0000000 CY 0.0001044 32377. 310203438. 17.5710790 0.0018340 -0.0038023 2.9993449 -60.0000000 CY 0.0001094 32720. 299153116. 17.4542652 0.0019091 -0.0039972 2.9979809 -60.0000000 CY 0.0001144 33049. 288952504. 17.3536869 0.0019848 -0.0041914 2.9975956 -60.0000000 CY 0.0001194 33366. 279507457. 17.2681687 0.0020614 -0.0043849 2.9981674 -60.0000000 CY 0.0001244 33657. 270610298. 17.1914363 0.0021382 -0.0045781 2.9998115 60.0000000 CY 0.0001294 33854. 261674241. 17.1031713 0.0022127 -0.0047735 2.9997582 60.0000000 CY 0.0001344 33989. 252937690. 17.0106401 0.0022858 -0.0049704 2.9984528 60.0000000 CY 0.0001394 34114. 244766499. 16.9221749 0.0023585 -0.0051677 2.9979279 60.0000000 CY 0.0001444 34235. 237125503. 16.8435220 0.0024318 -0.0053645 2.9995330 60.0000000 CY 0.0001494 34351. 229965692. 16.7734777 0.0025055 -0.0055607 2.9965197 60.0000000 CY 0.0001544 34463. 223243868. 16.7109382 0.0025798 -0.0057565 2.9998250 60.0000000 CY 0.0001594 34571. 216917313. 16.6553926 0.0026545 -0.0059518 2.9966132 60.0000000 CY 0.0001644 34676. 210955893. 16.6056909 0.0027296 -0.0061467 2.9997942 60.0000000 CY 0.0001694 34777. 205324562. 16.5616250 0.0028051 -0.0063411 2.9955129 60.0000000 CY 0.0001744 34875. 199999668. 16.5222713 0.0028811 -0.0065352 2.9993695 60.0000000 CY 0.0001794 34970. 194955097. 16.4873291 0.0029574 -0.0067288 2.9966325 60.0000000 CY 0.0001844 35060. 190156910. 16.4544173 0.0030338 -0.0069225 2.9978794 60.0000000 CY 0.0001894 35145. 185584928. 16.4223126 0.0031100 -0.0071163 2.9999541 60.0000000 CY 0.0001944 35205. 181120944. 16.3848980 0.0031848 -0.0073114 2.9939140 60.0000000 CY 0.0001994 35257. 176835508. 16.3476102 0.0032593 -0.0075069 2.9979191 60.0000000 CY 0.0002044 35279. 172617321. 16.3013791 0.0033316 -0.0077047 2.9998220 60.0000000 CY 0.0002094 35299. 168590627. 16.2584376 0.0034041 -0.0079021 2.9962439 60.0000000 CY 0.0002144 35314. 164731465. 16.2171534 0.0034766 -0.0080997 2.9949402 60.0000000 CY 0.0002194 35329. 161045182. 16.1785508 0.0035492 -0.0082971 2.9982883 60.0000000 CY 0.0002244 35344. 157520145. 16.1424698 0.0036220 -0.0084943 2.9998695 60.0000000 CY 0.0002294 35357. 154143947. 16.1091198 0.0036950 -0.0086912 2.9963152 60.0000000 CY 0.0002344 35369. 150908411. 16.0780650 0.0037683 -0.0088880 2.9927859 60.0000000 CY 0.0002394 35381. 147805888. 16.0489346 0.0038417 -0.0090845 2.9967292 60.0000000 CY

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Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 971.9669277 1555147084. 152.1217540 0.0000951 0.0000613 0.3384648 2.7523130 0.000001250 1943.8446810 1555075745. 89.6112989 0.0001120 0.0000445 0.3961632 3.2386221 0.000001875 2915.5758500 1554973787. 68.7968983 0.0001290 0.0000277 0.4533715 3.7261501 0.000002500 3887.0871055 1554834842. 58.4065144 0.0001460 0.0000110 0.5100850 4.2148973 0.000003125 4858.2946059 1554654274. 52.1857259 0.0001631 -0.000005670 0.5662989 4.7048627 0.000003750 5828.2740624 1554206417. 48.0486707 0.0001802 -0.0000223 0.6219952 5.1959304 0.000004375 6794.9128265 1553122932. 45.0999166 0.0001973 -0.0000389 0.6771357 5.6877957 0.000005000 7756.8029685 1551360594. 42.8922257 0.0002145 -0.0000555 0.7316912 6.1802227 0.000005625 8713.1891628 1549011407. 41.1776839 0.0002316 -0.0000721 0.7856438 6.6730660 0.000006250 9663.6434545 1546182953. 39.8078301 0.0002488 -0.0000887 0.8389816 7.1662317 0.000006875 10608. 1542968648. 38.6883456 0.0002660 -0.0001053 0.8916969 7.6596577 0.000007500 10608. 1414387927. 35.5549933 0.0002667 -0.0001383 0.8932710 7.6744861 C 0.000008125 10608. 1305588856. 34.4333955 0.0002798 -0.0001590 0.9329117 8.0497499 C 0.000008750 10608. 1212332509. 33.4411182 0.0002926 -0.0001799 0.9713592 8.4171711 C 0.000009375 10608. 1131510342. 32.5572581 0.0003052 -0.0002010 1.0087757 8.7780982 C 0.0000100 10608. 1060790945. 31.7621569 0.0003176 -0.0002224 1.0451999 9.1327255 C 0.0000106 10608. 998391478. 31.0440624 0.0003298 -0.0002439 1.0807718 9.4822580 C 0.0000113 10809. 960791045. 30.3886978 0.0003419 -0.0002656 1.1154585 9.8262252 C 0.0000119 11079. 932974567. 29.7898714 0.0003538 -0.0002875 1.1494025 10.1659057 C 0.0000125 11340. 907238250. 29.2399849 0.0003655 -0.0003095 1.1826469 10.5016196 C 0.0000131 11594. 883368316. 28.7329837 0.0003771 -0.0003316 1.2152374 10.8337232 C 0.0000138 11841. 861186272. 28.2640136 0.0003886 -0.0003539 1.2472219 11.1626130 C 0.0000144 12082. 840521383. 27.8287262 0.0004000 -0.0003762 1.2786334 11.4885440 C 0.0000150 12317. 821152384. 27.4216963 0.0004113 -0.0003987 1.3094293 11.8109878 C 0.0000156 12548. 803071286. 27.0425272 0.0004225 -0.0004212 1.3397465 12.1313014 C 0.0000163 12775. 786181435. 26.6891385 0.0004337 -0.0004438 1.3696405 -12.7430059 C 0.0000169 12998. 770248835. 26.3558367 0.0004448 -0.0004665 1.3989871 -13.3962311 C 0.0000175 13218. 755296724. 26.0434357 0.0004558 -0.0004892 1.4279319 -14.0509314 C 0.0000181 13434. 741209248. 25.7493503 0.0004667 -0.0005120 1.4564585 -14.7073289 C 0.0000188 13648. 727882346. 25.4709496 0.0004776 -0.0005349 1.4845320 -15.3658586 C 0.0000194 13859. 715310730. 25.2086919 0.0004884 -0.0005578 1.5122567 -16.0254099 C 0.0000200 14068. 703379094. 24.9594741 0.0004992 -0.0005808 1.5395538 -16.6869050 C 0.0000206 14274. 692071916. 24.7234314 0.0005099 -0.0006038 1.5664970 -17.3495538 C 0.0000213 14479. 681355400. 24.4999327 0.0005206 -0.0006269 1.5931177 -18.0130289 C 0.0000219 14681. 671116048. 24.2857326 0.0005313 -0.0006500 1.6192997 -18.6787071 C 0.0000225 14882. 661427807. 24.0839345 0.0005419 -0.0006731 1.6452636 -19.3440577 C 0.0000231 15081. 652141472. 23.8896496 0.0005524 -0.0006963 1.6707891 -20.0116850 C 0.0000238 15278. 643288441. 23.7046055 0.0005630 -0.0007195 1.6960153 -20.6799904 C 0.0000244 15475. 634873422. 23.5295067 0.0005735 -0.0007427 1.7210264 -21.3479736 C 0.0000256 15863. 619024606. 23.1978970 0.0005944 -0.0007893 1.7698980 -22.6891693 C 0.0000269 16247. 604532366. 22.8961372 0.0006153 -0.0008359 1.8177558 -24.0311418 C 0.0000281 16625. 591122838. 22.6159437 0.0006361 -0.0008827 1.8643300 -25.3774021 C 0.0000294 17001. 578773063. 22.3595501 0.0006568 -0.0009294 1.9099653 -26.7237019 C 0.0000306 17372. 567265018. 22.1196153 0.0006774 -0.0009763 1.9543679 -28.0739728 C 0.0000319 17742. 556613697. 21.8998586 0.0006981 -0.0010232 1.9979391 -29.4229869 C 0.0000331 18107. 546622469. 21.6924320 0.0007186 -0.0010702 2.0402904 -30.7760889 C 0.0000344 18470. 537300148. 21.5004594 0.0007391 -0.0011172 2.0817530 -32.1288231 C 0.0000356 18831. 528587768. 21.3229579 0.0007596 -0.0011641 2.1223708 -33.4805253 C 0.0000369 19188. 520343846. 21.1533796 0.0007800 -0.0012112 2.1617755 -34.8366233 C

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Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.0000381 19543. 512603212. 20.9960748 0.0008005 -0.0012583 2.2003586 -36.1914460 C 0.0000394 19897. 505317563. 20.8498846 0.0008210 -0.0013053 2.2381147 -37.5449817 C 0.0000406 20248. 498410286. 20.7112421 0.0008414 -0.0013524 2.2748516 -38.9002241 C 0.0000419 20596. 491856138. 20.5800737 0.0008618 -0.0013995 2.3106216 -40.2564417 C 0.0000431 20944. 485648796. 20.4575610 0.0008822 -0.0014465 2.3455647 -41.6113438 C 0.0000444 21289. 479758619. 20.3429828 0.0009027 -0.0014935 2.3796755 -42.9649176 C 0.0000456 21633. 474153672. 20.2352036 0.0009232 -0.0015405 2.4129120 -44.3178024 C 0.0000469 21974. 468782867. 20.1311475 0.0009436 -0.0015876 2.4450835 -45.6734400 C 0.0000481 22314. 463661108. 20.0334777 0.0009641 -0.0016346 2.4764209 -47.0277088 C 0.0000494 22652. 458769170. 19.9417195 0.0009846 -0.0016816 2.5069186 -48.3805939 C 0.0000506 22988. 454089721. 19.8554453 0.0010052 -0.0017286 2.5365709 -49.7320805 C 0.0000519 23323. 449607093. 19.7742687 0.0010258 -0.0017755 2.5653719 -51.0821531 C 0.0000531 23657. 445303043. 19.6973821 0.0010464 -0.0018223 2.5932827 -52.4315018 C 0.0000544 23987. 441149124. 19.6226550 0.0010670 -0.0018693 2.6201697 -53.7830195 C 0.0000556 24317. 437155079. 19.5521996 0.0010876 -0.0019162 2.6462013 -55.1330642 C 0.0000569 24645. 433310073. 19.4857448 0.0011083 -0.0019630 2.6713715 -56.4816183 C 0.0000581 24971. 429604197. 19.4230433 0.0011290 -0.0020098 2.6956738 -57.8286637 C 0.0000594 25295. 426028368. 19.3638689 0.0011497 -0.0020565 2.7191019 -59.1741819 C 0.0000606 25619. 422574251. 19.3080140 0.0011705 -0.0021032 2.7416492 -60.0000000 CY 0.0000619 25940. 419234174. 19.2552885 0.0011914 -0.0021498 2.7633091 -60.0000000 CY 0.0000631 26260. 416001070. 19.2055172 0.0012123 -0.0021964 2.7840746 -60.0000000 CY 0.0000644 26578. 412865522. 19.1580669 0.0012333 -0.0022429 2.8039105 -60.0000000 CY 0.0000656 26894. 409816351. 19.1118942 0.0012542 -0.0022895 2.8227597 -60.0000000 CY 0.0000669 27209. 406857019. 19.0683129 0.0012752 -0.0023361 2.8407056 -60.0000000 CY 0.0000681 27521. 403982285. 19.0271922 0.0012962 -0.0023825 2.8577409 -60.0000000 CY 0.0000694 27832. 401187279. 18.9884110 0.0013173 -0.0024289 2.8738578 -60.0000000 CY 0.0000706 28142. 398467469. 18.9518571 0.0013385 -0.0024753 2.8890487 -60.0000000 CY 0.0000719 28449. 395818630. 18.9174265 0.0013597 -0.0025216 2.9033056 -60.0000000 CY 0.0000731 28755. 393236822. 18.8850225 0.0013810 -0.0025678 2.9166206 -60.0000000 CY 0.0000744 29060. 390718358. 18.8545555 0.0014023 -0.0026139 2.9289853 -60.0000000 CY 0.0000794 30257. 381186602. 18.7500799 0.0014883 -0.0027980 2.9687583 -60.0000000 CY 0.0000844 31294. 370888544. 18.6457871 0.0015732 -0.0029830 2.9922363 -60.0000000 CY 0.0000894 32009. 358144934. 18.5026288 0.0016537 -0.0031726 2.9999819 -60.0000000 CY 0.0000944 32644. 345896881. 18.3732997 0.0017340 -0.0033623 2.9991814 -60.0000000 CY 0.0000994 33207. 334158310. 18.2563314 0.0018142 -0.0035520 2.9999425 -60.0000000 CY 0.0001044 33573. 321654164. 18.1208047 0.0018914 -0.0037449 2.9991340 -60.0000000 CY 0.0001094 33902. 309958627. 17.9958972 0.0019683 -0.0039379 2.9979439 -60.0000000 CY 0.0001144 34217. 299166530. 17.8873923 0.0020459 -0.0041304 2.9977451 -60.0000000 CY 0.0001194 34521. 289180458. 17.7945487 0.0021242 -0.0043220 2.9985051 60.0000000 CY 0.0001244 34814. 279910817. 17.7152194 0.0022033 -0.0045129 2.9999986 60.0000000 CY 0.0001294 35063. 271017184. 17.6385144 0.0022820 -0.0047043 2.9997379 60.0000000 CY 0.0001344 35223. 262126756. 17.5502464 0.0023583 -0.0048979 2.9984484 60.0000000 CY 0.0001394 35342. 253571619. 17.4563602 0.0024330 -0.0050933 2.9980962 60.0000000 CY 0.0001444 35454. 245572262. 17.3725590 0.0025082 -0.0052881 2.9994577 60.0000000 CY 0.0001494 35563. 238079410. 17.2975984 0.0025838 -0.0054824 2.9962167 60.0000000 CY 0.0001544 35668. 231046559. 17.2304192 0.0026599 -0.0056763 2.9997249 60.0000000 CY 0.0001594 35769. 224429989. 17.1703868 0.0027365 -0.0058697 2.9961036 60.0000000 CY 0.0001644 35866. 218196322. 17.1164520 0.0028135 -0.0060627 2.9996220 60.0000000 CY 0.0001694 35960. 212310532. 17.0682310 0.0028909 -0.0062553 2.9952996 60.0000000 CY 0.0001744 36051. 206745505. 17.0249780 0.0029687 -0.0064475 2.9989757 60.0000000 CY 0.0001794 36139. 201472789. 16.9839486 0.0030465 -0.0066398 2.9982488 60.0000000 CY 0.0001844 36224. 196468191. 16.9461927 0.0031245 -0.0068318 2.9969222 60.0000000 CY 0.0001894 36307. 191718293. 16.9120333 0.0032027 -0.0070235 2.9997154 60.0000000 CY 0.0001944 36383. 187179754. 16.8800396 0.0032811 -0.0072152 2.9957252 60.0000000 CY 0.0001994 36453. 182837524. 16.8495357 0.0033594 -0.0074069 2.9971200 60.0000000 CY 0.0002044 36499. 178588025. 16.8121714 0.0034360 -0.0076003 2.9996131 60.0000000 CY

Page 16

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 0.0002094 36536. 174501585. 16.7750351 0.0035123 -0.0077940 2.9972617 60.0000000 CY 0.0002144 36553. 170509160. 16.7326199 0.0035871 -0.0079892 2.9941157 60.0000000 CY 0.0002194 36568. 166691408. 16.6924787 0.0036619 -0.0081843 2.9977497 60.0000000 CY 0.0002244 36580. 163028636. 16.6536778 0.0037367 -0.0083796 2.9996661 60.0000000 CY 0.0002294 36590. 159521701. 16.6175361 0.0038116 -0.0085746 2.9978200 60.0000000 CY



Load Axial Thrust Nominal Mom. Cap. Max. Comp. No. kips in-kip Strain ---- ---------------- ------------------ ------------ 1 482.800 33819.149 0.00300000 2 497.800 33994.442 0.00300000 3 589.000 35004.299 0.00300000 4 590.500 35020.318 0.00300000 5 691.500 36086.606 0.00300000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.5174 8008119. 37732. -0.003767 0.000 1.559E+12 0.000 0.000 0.000 2.796 0.5069 8119825. 37732. -0.003752 0.000 1.559E+12 0.000 0.000 0.000 5.592 0.4964 8231507. 37732. -0.003738 0.000 1.559E+12 0.000 0.000 0.000 8.388 0.4860 8343165. 37732. -0.003723 0.000 1.558E+12 0.000 0.000 0.000 11.184 0.4756 8454797. 37732. -0.003708 0.000 1.558E+12 0.000 0.000 0.000

Page 17

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 13.980 0.4653 8566405. 37732. -0.003692 0.000 1.558E+12 0.000 0.000 0.000 16.776 0.4550 8677988. 37732. -0.003677 0.000 1.557E+12 0.000 0.000 0.000 19.572 0.4447 8789544. 37732. -0.003661 0.000 1.557E+12 0.000 0.000 0.000 22.368 0.4345 8901075. 37732. -0.003645 0.000 1.556E+12 0.000 0.000 0.000 25.164 0.4243 9012579. 37732. -0.003629 0.000 1.556E+12 0.000 0.000 0.000 27.960 0.4142 9124057. 37732. -0.003613 0.000 1.556E+12 0.000 0.000 0.000 30.756 0.4041 9235507. 37732. -0.003597 0.000 1.555E+12 0.000 0.000 0.000 33.552 0.3941 9346930. 37732. -0.003580 0.000 1.555E+12 0.000 0.000 0.000 36.348 0.3841 9458325. 37732. -0.003563 0.000 1.554E+12 0.000 0.000 0.000 39.144 0.3742 9569693. 37732. -0.003546 0.000 1.554E+12 0.000 0.000 0.000 41.940 0.3643 9681031. 37732. -0.003528 0.000 1.554E+12 0.000 0.000 0.000 44.736 0.3544 9792341. 37732. -0.003508 0.000 1.182E+12 0.000 0.000 0.000 47.532 0.3447 9903613. 37732. -0.003481 0.000 8.944E+11 0.000 0.000 0.000 50.328 0.3350 10014834. 37732. -0.003450 0.000 8.822E+11 0.000 0.000 0.000 53.124 0.3254 10126002. 37732. -0.003418 0.000 8.705E+11 0.000 0.000 0.000 55.920 0.3159 10237116. 37732. -0.003385 0.000 8.593E+11 0.000 0.000 0.000 58.716 0.3064 10348176. 37732. -0.003351 0.000 8.482E+11 0.000 0.000 0.000 61.512 0.2971 10459179. 37732. -0.003317 0.000 8.375E+11 0.000 0.000 0.000 64.308 0.2879 10570125. 37732. -0.003281 0.000 8.269E+11 0.000 0.000 0.000 67.104 0.2788 10681011. 37732. -0.003245 0.000 8.168E+11 0.000 0.000 0.000 69.900 0.2698 10791837. 37732. -0.003208 0.000 8.068E+11 0.000 0.000 0.000 72.696 0.2608 10902602. 37732. -0.003170 0.000 7.973E+11 0.000 0.000 0.000 75.492 0.2520 11013303. 37732. -0.003132 0.000 7.878E+11 0.000 0.000 0.000 78.288 0.2433 11123940. 37732. -0.003092 0.000 7.787E+11 0.000 0.000 0.000 81.084 0.2347 11234511. 37732. -0.003052 0.000 7.697E+11 0.000 0.000 0.000 83.880 0.2263 11345014. 37732. -0.003010 0.000 7.611E+11 0.000 0.000 0.000 86.676 0.2179 11455449. 37732. -0.002968 0.000 7.526E+11 0.000 0.000 0.000 89.472 0.2097 11565813. 37732. -0.002925 0.000 7.445E+11 0.000 0.000 0.000 92.268 0.2015 11676106. 37732. -0.002881 0.000 7.365E+11 0.000 0.000 0.000 95.064 0.1935 11786325. 37732. -0.002837 0.000 7.287E+11 0.000 0.000 0.000 97.860 0.1857 11896470. 37732. -0.002791 0.000 7.211E+11 0.000 0.000 0.000 100.656 0.1779 12006539. 37732. -0.002744 0.000 7.137E+11 0.000 0.000 0.000 103.452 0.1703 12116530. 37716. -0.002697 0.000 7.066E+11 -11.7877 193.4915 0.000 106.248 0.1629 12226349. 37650. -0.002649 0.000 6.997E+11 -34.7477 596.5500 0.000 109.044 0.1555 12335817. 37521. -0.002599 0.000 6.928E+11 -57.9201 1041.2833 0.000 111.840 0.1483 12444749. 37326. -0.002549 0.000 6.863E+11 -81.1487 1529.6815 0.000 114.636 0.1413 12552963. 37067. -0.002498 0.000 6.799E+11 -104.2795 2063.8865 0.000 117.432 0.1344 12660277. 36748. -0.002446 0.000 6.738E+11 -124.4052 2588.8723 0.000 120.228 0.1276 12766532. 36379. -0.002393 0.000 6.678E+11 -139.5467 3057.9293 0.000 123.024 0.1210 12871607. 35970. -0.002339 0.000 6.621E+11 -152.6070 3526.9862 0.000 125.820 0.1145 12975400. 35528. -0.002284 0.000 6.566E+11 -163.6649 3996.0432 0.000 128.616 0.1082 13077821. 35058. -0.002228 0.000 6.513E+11 -172.8009 4465.1002 0.000 131.412 0.1021 13178800. 34564. -0.002172 0.000 6.462E+11 -180.0972 4934.1571 0.000 134.208 0.0961 13278276. 34053. -0.002114 0.000 6.413E+11 -185.6376 5403.2141 0.000 137.004 0.0902 13376205. 33529. -0.002056 0.000 6.365E+11 -189.5073 5872.2710 0.000 139.800 0.0846 13472556. 32995. -0.001997 0.000 6.319E+11 -191.7934 6341.3280 0.000 142.596 0.0791 13567309. 32458. -0.001937 0.000 6.275E+11 -192.5844 6810.3850 0.000 145.392 0.0737 13660457. 31920. -0.001876 0.000 6.233E+11 -191.9702 7279.4419 0.000 148.188 0.0686 13752003. 31386. -0.001814 0.000 6.192E+11 -190.0424 7748.4989 0.000 150.984 0.0636 13841960. 30859. -0.001752 0.000 6.153E+11 -186.8939 8217.5558 0.000 153.780 0.0588 13930353. 30343. -0.001688 0.000 6.114E+11 -182.6190 8686.6128 0.000 156.576 0.0541 14017213. 29840. -0.001624 0.000 6.078E+11 -177.3137 9155.6698 0.000 159.372 0.0497 14102580. 29353. -0.001559 0.000 6.043E+11 -171.0749 9624.7267 0.000 162.168 0.0454 14186502. 28884. -0.001494 0.000 6.009E+11 -164.0014 10094. 0.000 164.964 0.0413 14269033. 28437. -0.001427 0.000 5.976E+11 -156.1928 10563. 0.000 167.760 0.0374 14350233. 28012. -0.001360 0.000 5.944E+11 -147.7505 11032. 0.000

Page 18

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 170.556 0.0337 14430166. 27611. -0.001292 0.000 5.914E+11 -138.7767 11501. 0.000 173.352 0.0302 14508902. 27236. -0.001224 0.000 5.884E+11 -129.3751 11970. 0.000 176.148 0.0269 14586512. 26888. -0.001154 0.000 5.854E+11 -119.6509 12439. 0.000 178.944 0.0238 14663072. 26567. -0.001084 0.000 5.826E+11 -109.7101 12908. 0.000 181.740 0.0208 14738658. 26275. -0.001014 0.000 5.799E+11 -99.6603 13377. 0.000 184.536 0.0181 14813348. 26010. -0.000942 0.000 5.773E+11 -89.6101 13846. 0.000 187.332 0.0156 14887219. 25773. -0.000870 0.000 5.747E+11 -79.6693 14315. 0.000 190.128 0.0132 14960347. 25564. -0.000797 0.000 5.721E+11 -69.9490 14784. 0.000 192.924 0.0111 15032808. 25382. -0.000724 0.000 5.697E+11 -60.5615 15253. 0.000 195.720 0.009180 15104673. -13203. -0.000650 0.000 5.673E+11 -27540. 8388000. 0.000 198.516 0.007467 14961122. -83019. -0.000576 0.000 5.721E+11 -22400. 8388000. 0.000 201.312 0.005958 14642335. -139322. -0.000505 0.000 5.834E+11 -17874. 8388000. 0.000 204.108 0.004646 14183699. -183793. -0.000436 0.000 6.010E+11 -13937. 8388000. 0.000 206.904 0.003518 13616003. -218030. -0.000373 0.000 6.253E+11 -10553. 8388000. 0.000 209.700 0.002560 12965709. -243518. -0.000315 0.000 6.571E+11 -7679.5062 8388000. 0.000 212.496 0.001756 12255289. -261620. -0.000263 0.000 6.978E+11 -5269.0818 8388000. 0.000 215.292 0.001090 11503596. -273559. -0.000217 0.000 7.490E+11 -3270.5323 8388000. 0.000 218.088 0.000544 10726264. -280413. -0.000177 0.000 8.127E+11 -1632.1780 8388000. 0.000 220.884 0.000101 9936112. -283119. -0.000143 0.000 8.906E+11 -303.3525 8388000. 0.000 223.680 -0.000255 9143537. -282475. -0.000119 0.000 1.556E+12 763.8248 8388000. 0.000 226.476 -0.000564 8356906. -279040. -0.000103 0.000 1.558E+12 1693.1431 8388000. 0.000 229.272 -0.000832 7583486. -273183. -8.900E-05 0.000 1.560E+12 2496.6761 8388000. 0.000 232.068 -0.001062 6829562. -265238. -7.610E-05 0.000 1.562E+12 3186.2360 8388000. 0.000 234.864 -0.001258 6100527. -255509. -6.453E-05 0.000 1.564E+12 3773.2848 8388000. 0.000 237.660 -0.001423 5400972. -244266. -5.425E-05 0.000 1.565E+12 4268.8424 8388000. 0.000 240.456 -0.001561 4734773. -231750. -4.520E-05 0.000 1.565E+12 4683.4489 8388000. 0.000 243.252 -0.001676 4105173. -218175. -3.731E-05 0.000 1.566E+12 5027.1180 8388000. 0.000 246.048 -0.001770 3514862. -203725. -3.050E-05 0.000 1.566E+12 5309.2908 8388000. 0.000 248.844 -0.001846 2966046. -188559. -2.472E-05 0.000 1.566E+12 5538.8143 8388000. 0.000 251.640 -0.001908 2460521. -172814. -1.987E-05 0.000 1.566E+12 5723.9118 8388000. 0.000 254.436 -0.001957 1999737. -156602. -1.589E-05 0.000 1.566E+12 5872.1561 8388000. 0.000 257.232 -0.001997 1584853. -140018. -1.269E-05 0.000 1.566E+12 5990.4498 8388000. 0.000 260.028 -0.002028 1216796. -123137. -1.019E-05 0.000 1.566E+12 6085.0071 8388000. 0.000 262.824 -0.002054 896305. -106017. -8.300E-06 0.000 1.566E+12 6161.3408 8388000. 0.000 265.620 -0.002075 623978. -88702. -6.943E-06 0.000 1.566E+12 6224.2508 8388000. 0.000 268.416 -0.002093 400309. -71224. -6.029E-06 0.000 1.566E+12 6277.8159 8388000. 0.000 271.212 -0.002108 225716. -53604. -5.470E-06 0.000 1.566E+12 6325.3857 8388000. 0.000 274.008 -0.002123 100571. -35857. -5.178E-06 0.000 1.566E+12 6369.5750 8388000. 0.000 276.804 -0.002137 25221. -17988. -5.066E-06 0.000 1.566E+12 6412.2582 8388000. 0.000 279.600 -0.002152 0.000 0.000 -5.044E-06 0.000 1.566E+12 6454.5636 4194000. 0.000




Page 19





Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.4066 8017192. 33791. -0.002939 0.000 1.550E+12 0.000 0.000 0.000 2.796 0.3985 8117341. 33791. -0.002925 0.000 1.550E+12 0.000 0.000 0.000 5.592 0.3903 8217461. 33791. -0.002910 0.000 1.550E+12 0.000 0.000 0.000 8.388 0.3822 8317552. 33791. -0.002895 0.000 1.550E+12 0.000 0.000 0.000 11.184 0.3741 8417615. 33791. -0.002880 0.000 1.550E+12 0.000 0.000 0.000 13.980 0.3661 8517648. 33791. -0.002865 0.000 1.549E+12 0.000 0.000 0.000 16.776 0.3581 8617652. 33791. -0.002849 0.000 1.549E+12 0.000 0.000 0.000 19.572 0.3501 8717625. 33791. -0.002834 0.000 1.549E+12 0.000 0.000 0.000 22.368 0.3422 8817568. 33791. -0.002818 0.000 1.549E+12 0.000 0.000 0.000 25.164 0.3344 8917480. 33791. -0.002802 0.000 1.548E+12 0.000 0.000 0.000 27.960 0.3266 9017361. 33791. -0.002786 0.000 1.548E+12 0.000 0.000 0.000 30.756 0.3188 9117211. 33791. -0.002769 0.000 1.548E+12 0.000 0.000 0.000 33.552 0.3111 9217029. 33791. -0.002753 0.000 1.547E+12 0.000 0.000 0.000 36.348 0.3034 9316814. 33791. -0.002736 0.000 1.547E+12 0.000 0.000 0.000 39.144 0.2958 9416567. 33791. -0.002719 0.000 1.547E+12 0.000 0.000 0.000 41.940 0.2882 9516287. 33791. -0.002702 0.000 1.547E+12 0.000 0.000 0.000 44.736 0.2807 9615974. 33791. -0.002685 0.000 1.546E+12 0.000 0.000 0.000 47.532 0.2732 9715627. 33791. -0.002667 0.000 1.546E+12 0.000 0.000 0.000 50.328 0.2658 9815246. 33791. -0.002649 0.000 1.546E+12 0.000 0.000 0.000 53.124 0.2584 9914831. 33791. -0.002632 0.000 1.545E+12 0.000 0.000 0.000 55.920 0.2511 10014382. 33791. -0.002614 0.000 1.545E+12 0.000 0.000 0.000 58.716 0.2438 10113897. 33791. -0.002595 0.000 1.545E+12 0.000 0.000 0.000 61.512 0.2365 10213376. 33791. -0.002577 0.000 1.544E+12 0.000 0.000 0.000 64.308 0.2294 10312820. 33791. -0.002558 0.000 1.544E+12 0.000 0.000 0.000 67.104 0.2222 10412228. 33791. -0.002540 0.000 1.544E+12 0.000 0.000 0.000 69.900 0.2152 10511600. 33791. -0.002521 0.000 1.543E+12 0.000 0.000 0.000 72.696 0.2081 10610934. 33791. -0.002501 0.000 1.528E+12 0.000 0.000 0.000 75.492 0.2012 10710232. 33791. -0.002476 0.000 9.856E+11 0.000 0.000 0.000 78.288 0.1943 10809470. 33791. -0.002446 0.000 9.607E+11 0.000 0.000 0.000 81.084 0.1875 10908647. 33791. -0.002414 0.000 9.502E+11 0.000 0.000 0.000 83.880 0.1808 11007763. 33791. -0.002381 0.000 9.400E+11 0.000 0.000 0.000 86.676 0.1742 11106815. 33791. -0.002348 0.000 9.301E+11 0.000 0.000 0.000 89.472 0.1677 11205803. 33791. -0.002315 0.000 9.202E+11 0.000 0.000 0.000 92.268 0.1612 11304724. 33791. -0.002280 0.000 9.106E+11 0.000 0.000 0.000 95.064 0.1549 11403579. 33791. -0.002245 0.000 9.011E+11 0.000 0.000 0.000 97.860 0.1487 11502365. 33791. -0.002209 0.000 8.917E+11 0.000 0.000 0.000 100.656 0.1426 11601082. 33791. -0.002173 0.000 8.827E+11 0.000 0.000 0.000 103.452 0.1365 11699727. 33775. -0.002136 0.000 8.736E+11 -11.1308 227.9510 0.000

Page 20

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 106.248 0.1306 11798213. 33714. -0.002098 0.000 8.649E+11 -32.7988 702.1387 0.000 109.044 0.1248 11896369. 33594. -0.002060 0.000 8.563E+11 -52.7437 1181.7014 0.000 111.840 0.1191 11994038. 33422. -0.002020 0.000 8.479E+11 -70.3116 1650.7584 0.000 114.636 0.1135 12091080. 33204. -0.001981 0.000 8.398E+11 -86.0494 2119.8154 0.000 117.432 0.1080 12187372. 32944. -0.001940 0.000 8.317E+11 -100.0146 2588.8723 0.000 120.228 0.1026 12282802. 32647. -0.001899 0.000 8.239E+11 -112.2660 3057.9293 0.000 123.024 0.0974 12377275. 32318. -0.001857 0.000 8.163E+11 -122.8638 3526.9862 0.000 125.820 0.0923 12470705. 31962. -0.001814 0.000 8.090E+11 -131.8695 3996.0432 0.000 128.616 0.0873 12563021. 31583. -0.001770 0.000 8.019E+11 -139.3458 4465.1002 0.000 131.412 0.0824 12654162. 31185. -0.001726 0.000 7.950E+11 -145.3570 4934.1571 0.000 134.208 0.0776 12744082. 30772. -0.001681 0.000 7.884E+11 -149.9684 5403.2141 0.000 137.004 0.0730 12832741. 30348. -0.001636 0.000 7.820E+11 -153.2468 5872.2710 0.000 139.800 0.0685 12920114. 29917. -0.001590 0.000 7.757E+11 -155.2600 6341.3280 0.000 142.596 0.0641 13006183. 29482. -0.001543 0.000 7.697E+11 -156.0773 6810.3850 0.000 145.392 0.0598 13090940. 29046. -0.001495 0.000 7.638E+11 -155.7693 7279.4419 0.000 148.188 0.0557 13174387. 28612. -0.001447 0.000 7.582E+11 -154.4075 7748.4989 0.000 150.984 0.0517 13256533. 28184. -0.001398 0.000 7.527E+11 -152.0650 8217.5558 0.000 153.780 0.0479 13337396. 27763. -0.001348 0.000 7.474E+11 -148.8156 8686.6128 0.000 156.576 0.0442 13416998. 27353. -0.001298 0.000 7.423E+11 -144.7349 9155.6698 0.000 159.372 0.0406 13495371. 26955. -0.001247 0.000 7.373E+11 -139.8990 9624.7267 0.000 162.168 0.0372 13572551. 26571. -0.001196 0.000 7.325E+11 -134.3856 10094. 0.000 164.964 0.0340 13648581. 26204. -0.001144 0.000 7.278E+11 -128.2735 10563. 0.000 167.760 0.0308 13723506. 25855. -0.001091 0.000 7.233E+11 -121.6422 11032. 0.000 170.556 0.0279 13797378. 25524. -0.001038 0.000 7.189E+11 -114.5728 11501. 0.000 173.352 0.0250 13870251. 25214. -0.000984 0.000 7.147E+11 -107.1473 11970. 0.000 176.148 0.0224 13942181. 24926. -0.000929 0.000 7.105E+11 -99.4486 12439. 0.000 178.944 0.0198 14013227. 24659. -0.000874 0.000 7.064E+11 -91.5609 12908. 0.000 181.740 0.0175 14083451. 24414. -0.000818 0.000 7.025E+11 -83.5693 13377. 0.000 184.536 0.0153 14152912. 24191. -0.000762 0.000 6.986E+11 -75.5601 13846. 0.000 187.332 0.0132 14221674. 23991. -0.000705 0.000 6.949E+11 -67.6206 14315. 0.000 190.128 0.0113 14289796. 23813. -0.000647 0.000 6.912E+11 -59.8391 14784. 0.000 192.924 0.009588 14357339. 23656. -0.000589 0.000 6.876E+11 -52.3050 15253. 0.000 195.720 0.008022 14424360. -10061. -0.000531 0.000 6.841E+11 -24066. 8388000. 0.000 198.516 0.006621 14303131. -71472. -0.000472 0.000 6.905E+11 -19863. 8388000. 0.000 201.312 0.005382 14026512. -121812. -0.000415 0.000 7.057E+11 -16145. 8388000. 0.000 204.108 0.004298 13623567. -162409. -0.000361 0.000 7.294E+11 -12894. 8388000. 0.000 206.904 0.003361 13119716. -194530. -0.000311 0.000 7.618E+11 -10082. 8388000. 0.000 209.700 0.002558 12536959. -219350. -0.000265 0.000 8.039E+11 -7672.5441 8388000. 0.000 212.496 0.001876 11894136. -237946. -0.000224 0.000 8.565E+11 -5629.2700 8388000. 0.000 215.292 0.001304 11207231. -251284. -0.000188 0.000 9.200E+11 -3911.6826 8388000. 0.000 218.088 0.000827 10489680. -260220. -0.000161 0.000 1.543E+12 -2479.7837 8388000. 0.000 220.884 0.000402 9752706. -265374. -0.000143 0.000 1.546E+12 -1207.2879 8388000. 0.000 223.680 2.758E-05 9006260. -267178. -0.000126 0.000 1.548E+12 -82.7549 8388000. 0.000 226.476 -0.000302 8259135. -266028. -0.000110 0.000 1.550E+12 905.3361 8388000. 0.000 229.272 -0.000589 7519060. -262290. -9.613E-05 0.000 1.552E+12 1768.4639 8388000. 0.000 232.068 -0.000839 6792783. -256297. -8.324E-05 0.000 1.553E+12 2517.9503 8388000. 0.000 234.864 -0.001055 6086167. -248353. -7.165E-05 0.000 1.554E+12 3164.8629 8388000. 0.000 237.660 -0.001240 5404271. -238728. -6.131E-05 0.000 1.554E+12 3719.9165 8388000. 0.000 240.456 -0.001398 4751438. -227665. -5.218E-05 0.000 1.555E+12 4193.4295 8388000. 0.000 243.252 -0.001532 4131371. -215378. -4.419E-05 0.000 1.555E+12 4595.2649 8388000. 0.000 246.048 -0.001645 3547213. -202055. -3.729E-05 0.000 1.555E+12 4934.7815 8388000. 0.000 248.844 -0.001740 3001621. -187858. -3.140E-05 0.000 1.555E+12 5220.7938 8388000. 0.000 251.640 -0.001821 2496833. -172924. -2.646E-05 0.000 1.555E+12 5461.5339 8388000. 0.000 254.436 -0.001888 2034733. -157370. -2.238E-05 0.000 1.555E+12 5664.6163 8388000. 0.000 257.232 -0.001946 1616909. -141290. -1.910E-05 0.000 1.555E+12 5837.0117 8388000. 0.000 260.028 -0.001995 1244711. -124763. -1.653E-05 0.000 1.555E+12 5985.0219 8388000. 0.000

Page 21

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 262.824 -0.002038 919297. -107848. -1.458E-05 0.000 1.555E+12 6114.2606 8388000. 0.000 265.620 -0.002077 641679. -90592. -1.318E-05 0.000 1.555E+12 6229.6355 8388000. 0.000 268.416 -0.002112 412760. -73026. -1.223E-05 0.000 1.555E+12 6335.3334 8388000. 0.000 271.212 -0.002145 233366. -55173. -1.165E-05 0.000 1.555E+12 6434.8065 8388000. 0.000 274.008 -0.002177 104277. -37047. -1.135E-05 0.000 1.555E+12 6530.7603 8388000. 0.000 276.804 -0.002208 26242. -18655. -1.123E-05 0.000 1.555E+12 6625.1415 8388000. 0.000 279.600 -0.002240 0.000 0.000 -1.120E-05 0.000 1.555E+12 6719.1270 4194000. 0.000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.9552 11870178. 40441. -0.007679 0.000 5.918E+11 0.000 0.000 0.000 2.796 0.9338 11993579. 40441. -0.007622 0.000 5.918E+11 0.000 0.000 0.000 5.592 0.9125 12116903. 40441. -0.007565 0.000 5.918E+11 0.000 0.000 0.000 8.388 0.8915 12240150. 40441. -0.007507 0.000 5.812E+11 0.000 0.000 0.000 11.184 0.8706 12363317. 40441. -0.007448 0.000 5.761E+11 0.000 0.000 0.000 13.980 0.8498 12486404. 40441. -0.007387 0.000 5.711E+11 0.000 0.000 0.000 16.776 0.8292 12609408. 40441. -0.007326 0.000 5.663E+11 0.000 0.000 0.000 19.572 0.8088 12732327. 40441. -0.007263 0.000 5.617E+11 0.000 0.000 0.000 22.368 0.7886 12855162. 40441. -0.007199 0.000 5.572E+11 0.000 0.000 0.000 25.164 0.7686 12977909. 40441. -0.007134 0.000 5.528E+11 0.000 0.000 0.000 27.960 0.7487 13100568. 40441. -0.007068 0.000 5.486E+11 0.000 0.000 0.000 30.756 0.7291 13223136. 40441. -0.007000 0.000 5.444E+11 0.000 0.000 0.000 33.552 0.7096 13345613. 40441. -0.006932 0.000 5.404E+11 0.000 0.000 0.000 36.348 0.6903 13467996. 40441. -0.006862 0.000 5.365E+11 0.000 0.000 0.000 39.144 0.6712 13590285. 40441. -0.006791 0.000 5.327E+11 0.000 0.000 0.000

Page 22

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 41.940 0.6523 13712478. 40441. -0.006719 0.000 5.290E+11 0.000 0.000 0.000 44.736 0.6336 13834573. 40441. -0.006646 0.000 5.254E+11 0.000 0.000 0.000 47.532 0.6152 13956568. 40441. -0.006572 0.000 5.219E+11 0.000 0.000 0.000 50.328 0.5969 14078462. 40441. -0.006497 0.000 5.185E+11 0.000 0.000 0.000 53.124 0.5788 14200254. 40441. -0.006420 0.000 5.152E+11 0.000 0.000 0.000 55.920 0.5610 14321942. 40441. -0.006343 0.000 5.119E+11 0.000 0.000 0.000 58.716 0.5434 14443524. 40441. -0.006264 0.000 5.088E+11 0.000 0.000 0.000 61.512 0.5260 14565000. 40441. -0.006184 0.000 5.057E+11 0.000 0.000 0.000 64.308 0.5088 14686366. 40441. -0.006103 0.000 5.027E+11 0.000 0.000 0.000 67.104 0.4918 14807622. 40441. -0.006021 0.000 4.998E+11 0.000 0.000 0.000 69.900 0.4751 14928767. 40441. -0.005937 0.000 4.969E+11 0.000 0.000 0.000 72.696 0.4586 15049797. 40441. -0.005853 0.000 4.942E+11 0.000 0.000 0.000 75.492 0.4424 15170714. 40441. -0.005767 0.000 4.914E+11 0.000 0.000 0.000 78.288 0.4264 15291513. 40441. -0.005680 0.000 4.888E+11 0.000 0.000 0.000 81.084 0.4106 15412194. 40441. -0.005592 0.000 4.862E+11 0.000 0.000 0.000 83.880 0.3951 15532756. 40441. -0.005503 0.000 4.837E+11 0.000 0.000 0.000 86.676 0.3799 15653197. 40441. -0.005412 0.000 4.812E+11 0.000 0.000 0.000 89.472 0.3649 15773515. 40441. -0.005321 0.000 4.788E+11 0.000 0.000 0.000 92.268 0.3501 15893708. 40441. -0.005228 0.000 4.764E+11 0.000 0.000 0.000 95.064 0.3356 16013776. 40441. -0.005134 0.000 4.741E+11 0.000 0.000 0.000 97.860 0.3214 16133716. 40441. -0.005039 0.000 4.718E+11 0.000 0.000 0.000 100.656 0.3074 16253527. 40441. -0.004943 0.000 4.696E+11 0.000 0.000 0.000 103.452 0.2938 16373207. 40422. -0.004846 0.000 4.674E+11 -13.5759 129.2189 0.000 106.248 0.2803 16492649. 40347. -0.004747 0.000 4.653E+11 -40.0520 399.4618 0.000 109.044 0.2672 16611644. 40198. -0.004647 0.000 4.632E+11 -66.8178 699.1703 0.000 111.840 0.2544 16729981. 39973. -0.004547 0.000 4.611E+11 -93.6962 1029.9677 0.000 114.636 0.2418 16847449. 39674. -0.004445 0.000 4.592E+11 -120.5114 1393.6100 0.000 117.432 0.2295 16963836. 39300. -0.004341 0.000 4.573E+11 -147.0891 1791.9997 0.000 120.228 0.2175 17078934. 38852. -0.004237 0.000 4.554E+11 -173.2573 2227.2011 0.000 123.024 0.2058 17192535. 38332. -0.004132 0.000 4.536E+11 -198.8458 2701.4584 0.000 125.820 0.1944 17304439. 37741. -0.004025 0.000 4.518E+11 -223.6871 3217.2162 0.000 128.616 0.1833 17414450. 37082. -0.003918 0.000 4.501E+11 -247.6164 3777.1424 0.000 131.412 0.1725 17522379. 36356. -0.003809 0.000 4.485E+11 -271.5775 4402.0708 0.000 134.208 0.1620 17628037. 35564. -0.003699 0.000 4.469E+11 -294.8038 5088.1827 0.000 137.004 0.1518 17731242. 34709. -0.003588 0.000 4.454E+11 -317.0126 5838.7053 0.000 139.800 0.1419 17831818. 33816. -0.003476 0.000 4.439E+11 -321.9010 6341.3280 0.000 142.596 0.1324 17929726. 32915. -0.003364 0.000 4.426E+11 -322.4179 6810.3850 0.000 145.392 0.1231 18024960. 32016. -0.003250 0.000 4.412E+11 -320.5508 7279.4419 0.000 148.188 0.1142 18117535. 31126. -0.003135 0.000 4.399E+11 -316.4664 7748.4989 0.000 150.984 0.1056 18207480. 30249. -0.003020 0.000 4.387E+11 -310.3330 8217.5558 0.000 153.780 0.0973 18294842. 29393. -0.002903 0.000 4.375E+11 -302.3205 8686.6128 0.000 156.576 0.0894 18379683. 28561. -0.002786 0.000 4.364E+11 -292.6001 9155.6698 0.000 159.372 0.0817 18462078. 27759. -0.002668 0.000 4.353E+11 -281.3446 9624.7267 0.000 162.168 0.0744 18542113. 26990. -0.002549 0.000 4.342E+11 -268.7278 10094. 0.000 164.964 0.0675 18619886. 26258. -0.002429 0.000 4.332E+11 -254.9253 10563. 0.000 167.760 0.0609 18695504. 25566. -0.002308 0.000 4.323E+11 -240.1136 11032. 0.000 170.556 0.0546 18769082. 24916. -0.002187 0.000 4.313E+11 -224.4704 11501. 0.000 173.352 0.0486 18840741. 24311. -0.002065 0.000 4.304E+11 -208.1748 11970. 0.000 176.148 0.0430 18910607. 23753. -0.001942 0.000 4.296E+11 -191.4069 12439. 0.000 178.944 0.0378 18978810. 23241. -0.001819 0.000 4.287E+11 -174.3480 12908. 0.000 181.740 0.0329 19045484. 22778. -0.001695 0.000 4.279E+11 -157.1805 13377. 0.000 184.536 0.0283 19110760. 22362. -0.001570 0.000 4.271E+11 -140.0878 13846. 0.000 187.332 0.0241 19174773. 21994. -0.001445 0.000 4.264E+11 -123.2544 14315. 0.000 190.128 0.0202 19237652. 21673. -0.001318 0.000 4.256E+11 -106.8660 14784. 0.000 192.924 0.0167 19299526. 21396. -0.001192 0.000 4.249E+11 -91.1090 15253. 0.000 195.720 0.0135 19360515. -35543. -0.001064 0.000 4.242E+11 -40638. 8388000. 0.000

Page 23

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 198.516 0.0107 19103643. -137432. -0.000938 0.000 4.272E+11 -32244. 8388000. 0.000 201.312 0.008300 18594530. -217318. -0.000816 0.000 4.336E+11 -24899. 8388000. 0.000 204.108 0.006187 17890603. -278074. -0.000699 0.000 4.431E+11 -18560. 8388000. 0.000 206.904 0.004389 17041429. -322430. -0.000591 0.000 4.560E+11 -13168. 8388000. 0.000 209.700 0.002884 16089171. -352934. -0.000491 0.000 4.726E+11 -8652.3018 8388000. 0.000 212.496 0.001645 15069145. -371930. -0.000400 0.000 4.937E+11 -4935.0453 8388000. 0.000 215.292 0.000645 14010422. -381532. -0.000320 0.000 5.204E+11 -1933.6313 8388000. 0.000 218.088 -0.000145 12936482. -383625. -0.000250 0.000 5.543E+11 436.3403 8388000. 0.000 220.884 -0.000753 11865865. -379857. -0.000190 0.000 5.975E+11 2258.9130 8388000. 0.000 223.680 -0.001205 10812833. -371644. -0.000139 0.000 6.535E+11 3615.7662 8388000. 0.000 226.476 -0.001528 9788004. -360180. -0.000100 0.000 9.039E+11 4584.5632 8388000. 0.000 229.272 -0.001766 8798975. -346363. -7.736E-05 0.000 1.564E+12 5299.3890 8388000. 0.000 232.068 -0.001961 7851354. -330731. -6.249E-05 0.000 1.568E+12 5882.2980 8388000. 0.000 234.864 -0.002116 6949699. -313633. -4.931E-05 0.000 1.571E+12 6347.7704 8388000. 0.000 237.660 -0.002236 6097651. -295379. -3.771E-05 0.000 1.573E+12 6709.4942 8388000. 0.000 240.456 -0.002327 5298042. -276240. -2.759E-05 0.000 1.575E+12 6980.3280 8388000. 0.000 243.252 -0.002391 4552989. -256455. -1.885E-05 0.000 1.576E+12 7172.2788 8388000. 0.000 246.048 -0.002432 3863995. -236228. -1.138E-05 0.000 1.577E+12 7296.4902 8388000. 0.000 248.844 -0.002454 3232034. -215734. -5.093E-06 0.000 1.577E+12 7363.2389 8388000. 0.000 251.640 -0.002461 2657627. -195120. 1.276E-07 0.000 1.577E+12 7381.9271 8388000. 0.000 254.436 -0.002454 2140924. -174509. 4.381E-06 0.000 1.577E+12 7361.0989 8388000. 0.000 257.232 -0.002436 1681761. -154001. 7.769E-06 0.000 1.577E+12 7308.4383 8388000. 0.000 260.028 -0.002410 1279729. -133675. 1.039E-05 0.000 1.577E+12 7230.7729 8388000. 0.000 262.824 -0.002378 934221. -113593. 1.236E-05 0.000 1.577E+12 7134.0805 8388000. 0.000 265.620 -0.002341 644483. -93801. 1.375E-05 0.000 1.577E+12 7023.4983 8388000. 0.000 268.416 -0.002301 409650. -74331. 1.469E-05 0.000 1.577E+12 6903.3342 8388000. 0.000 271.212 -0.002259 228784. -55206. 1.525E-05 0.000 1.577E+12 6777.0795 8388000. 0.000 274.008 -0.002216 100897. -36438. 1.555E-05 0.000 1.577E+12 6647.4233 8388000. 0.000 276.804 -0.002172 24978. -18036. 1.566E-05 0.000 1.577E+12 6516.2671 8388000. 0.000 279.600 -0.002128 0.000 0.000 1.568E-05 0.000 1.577E+12 6384.7394 4194000. 0.000






Page 24

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6oHorizontal shear force at pile head = 39520.000 lbsApplied moment at pile head = 12132343.000 in-lbsAxial thrust load on pile head = 589000.000 lbs

Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.8742 12132343. 39520. -0.006962 0.000 6.962E+11 0.000 0.000 0.000 2.796 0.8548 12254267. 39520. -0.006913 0.000 6.962E+11 0.000 0.000 0.000 5.592 0.8356 12376109. 39520. -0.006864 0.000 6.962E+11 0.000 0.000 0.000 8.388 0.8165 12497870. 39520. -0.006813 0.000 6.814E+11 0.000 0.000 0.000 11.184 0.7975 12619546. 39520. -0.006762 0.000 6.745E+11 0.000 0.000 0.000 13.980 0.7787 12741136. 39520. -0.006709 0.000 6.676E+11 0.000 0.000 0.000 16.776 0.7600 12862638. 39520. -0.006655 0.000 6.610E+11 0.000 0.000 0.000 19.572 0.7414 12984051. 39520. -0.006600 0.000 6.546E+11 0.000 0.000 0.000 22.368 0.7231 13105372. 39520. -0.006544 0.000 6.483E+11 0.000 0.000 0.000 25.164 0.7048 13226601. 39520. -0.006487 0.000 6.423E+11 0.000 0.000 0.000 27.960 0.6868 13347734. 39520. -0.006429 0.000 6.364E+11 0.000 0.000 0.000 30.756 0.6689 13468771. 39520. -0.006370 0.000 6.306E+11 0.000 0.000 0.000 33.552 0.6512 13589709. 39520. -0.006309 0.000 6.250E+11 0.000 0.000 0.000 36.348 0.6336 13710548. 39520. -0.006248 0.000 6.196E+11 0.000 0.000 0.000 39.144 0.6162 13831284. 39520. -0.006186 0.000 6.144E+11 0.000 0.000 0.000 41.940 0.5990 13951917. 39520. -0.006122 0.000 6.092E+11 0.000 0.000 0.000 44.736 0.5820 14072444. 39520. -0.006058 0.000 6.042E+11 0.000 0.000 0.000 47.532 0.5652 14192864. 39520. -0.005992 0.000 5.993E+11 0.000 0.000 0.000 50.328 0.5485 14313175. 39520. -0.005925 0.000 5.946E+11 0.000 0.000 0.000 53.124 0.5320 14433375. 39520. -0.005857 0.000 5.900E+11 0.000 0.000 0.000 55.920 0.5157 14553463. 39520. -0.005788 0.000 5.854E+11 0.000 0.000 0.000 58.716 0.4997 14673436. 39520. -0.005718 0.000 5.810E+11 0.000 0.000 0.000 61.512 0.4838 14793293. 39520. -0.005647 0.000 5.768E+11 0.000 0.000 0.000 64.308 0.4681 14913032. 39520. -0.005575 0.000 5.726E+11 0.000 0.000 0.000 67.104 0.4526 15032650. 39520. -0.005501 0.000 5.686E+11 0.000 0.000 0.000 69.900 0.4373 15152147. 39520. -0.005427 0.000 5.646E+11 0.000 0.000 0.000 72.696 0.4222 15271521. 39520. -0.005351 0.000 5.607E+11 0.000 0.000 0.000 75.492 0.4074 15390769. 39520. -0.005275 0.000 5.569E+11 0.000 0.000 0.000 78.288 0.3927 15509890. 39520. -0.005197 0.000 5.533E+11 0.000 0.000 0.000 81.084 0.3783 15628882. 39520. -0.005118 0.000 5.497E+11 0.000 0.000 0.000 83.880 0.3641 15747742. 39520. -0.005038 0.000 5.462E+11 0.000 0.000 0.000 86.676 0.3502 15866471. 39520. -0.004957 0.000 5.428E+11 0.000 0.000 0.000 89.472 0.3364 15985064. 39520. -0.004874 0.000 5.394E+11 0.000 0.000 0.000 92.268 0.3229 16103521. 39520. -0.004791 0.000 5.361E+11 0.000 0.000 0.000 95.064 0.3096 16221840. 39520. -0.004706 0.000 5.329E+11 0.000 0.000 0.000 97.860 0.2966 16340018. 39520. -0.004621 0.000 5.298E+11 0.000 0.000 0.000 100.656 0.2838 16458055. 39520. -0.004534 0.000 5.267E+11 0.000 0.000 0.000 103.452 0.2712 16575947. 39501. -0.004446 0.000 5.237E+11 -13.2980 137.0873 0.000 106.248 0.2589 16693590. 39428. -0.004357 0.000 5.208E+11 -39.2274 423.6132 0.000 109.044 0.2469 16810779. 39282. -0.004267 0.000 5.179E+11 -65.4346 741.1330 0.000 111.840 0.2351 16927307. 39062. -0.004175 0.000 5.152E+11 -91.7455 1091.3177 0.000 114.636 0.2235 17042966. 38769. -0.004083 0.000 5.125E+11 -117.9879 1475.9729 0.000 117.432 0.2122 17157549. 38402. -0.003989 0.000 5.098E+11 -143.9911 1897.0521 0.000 120.228 0.2012 17270852. 37964. -0.003895 0.000 5.073E+11 -169.5866 2356.6726 0.000 123.024 0.1904 17382673. 37455. -0.003799 0.000 5.048E+11 -194.6078 2857.1327 0.000 125.820 0.1800 17492813. 36877. -0.003702 0.000 5.024E+11 -218.8909 3400.9320 0.000 128.616 0.1697 17601082. 36232. -0.003604 0.000 5.001E+11 -242.2749 3990.7941 0.000 131.412 0.1598 17707295. 35522. -0.003505 0.000 4.979E+11 -265.7214 4649.2763 0.000

Page 25

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 134.208 0.1501 17811267. 34747. -0.003405 0.000 4.957E+11 -288.4569 5371.8813 0.000 137.004 0.1408 17912819. 33931. -0.003305 0.000 4.937E+11 -295.6235 5872.2710 0.000 139.800 0.1317 18011892. 33100. -0.003203 0.000 4.917E+11 -298.6034 6341.3280 0.000 142.596 0.1228 18108462. 32264. -0.003100 0.000 4.898E+11 -299.2283 6810.3850 0.000 145.392 0.1143 18202523. 31430. -0.002996 0.000 4.880E+11 -297.6493 7279.4419 0.000 148.188 0.1061 18294085. 30603. -0.002891 0.000 4.862E+11 -294.0190 7748.4989 0.000 150.984 0.0982 18383175. 29788. -0.002786 0.000 4.846E+11 -288.4916 8217.5558 0.000 153.780 0.0905 18469835. 28992. -0.002679 0.000 4.829E+11 -281.2228 8686.6128 0.000 156.576 0.0832 18554121. 28218. -0.002572 0.000 4.814E+11 -272.3696 9155.6698 0.000 159.372 0.0761 18636100. 27471. -0.002463 0.000 4.799E+11 -262.0906 9624.7267 0.000 162.168 0.0694 18715851. 26754. -0.002355 0.000 4.785E+11 -250.5456 10094. 0.000 164.964 0.0630 18793464. 26071. -0.002245 0.000 4.771E+11 -237.8958 10563. 0.000 167.760 0.0568 18869035. 25425. -0.002134 0.000 4.758E+11 -224.3035 11032. 0.000 170.556 0.0510 18942670. 24818. -0.002023 0.000 4.745E+11 -209.9324 11501. 0.000 173.352 0.0455 19014480. 24252. -0.001911 0.000 4.733E+11 -194.9472 11970. 0.000 176.148 0.0404 19084581. 23728. -0.001798 0.000 4.721E+11 -179.5139 12439. 0.000 178.944 0.0355 19153093. 23249. -0.001685 0.000 4.709E+11 -163.7996 12908. 0.000 181.740 0.0309 19220137. 22813. -0.001571 0.000 4.698E+11 -147.9725 13377. 0.000 184.536 0.0267 19285835. 22421. -0.001456 0.000 4.687E+11 -132.2018 13846. 0.000 187.332 0.0228 19350311. 22073. -0.001341 0.000 4.677E+11 -116.6579 14315. 0.000 190.128 0.0192 19413684. 21768. -0.001225 0.000 4.667E+11 -101.5122 14784. 0.000 192.924 0.0159 19476072. 21505. -0.001108 0.000 4.657E+11 -86.9371 15253. 0.000 195.720 0.0130 19537588. -33142. -0.000991 0.000 4.647E+11 -39002. 8388000. 0.000 198.516 0.0104 19294004. -131262. -0.000875 0.000 4.686E+11 -31183. 8388000. 0.000 201.312 0.008110 18806452. -208869. -0.000762 0.000 4.769E+11 -24330. 8388000. 0.000 204.108 0.006134 18128518. -268607. -0.000655 0.000 4.894E+11 -18401. 8388000. 0.000 206.904 0.004447 17306559. -312983. -0.000555 0.000 5.065E+11 -13341. 8388000. 0.000 209.700 0.003028 16380146. -344332. -0.000464 0.000 5.287E+11 -9082.8468 8388000. 0.000 212.496 0.001850 15382583. -364790. -0.000382 0.000 5.572E+11 -5550.9752 8388000. 0.000 215.292 0.000889 14341499. -376278. -0.000310 0.000 5.935E+11 -2666.5759 8388000. 0.000 218.088 0.000116 13279456. -380494. -0.000247 0.000 6.397E+11 -348.9086 8388000. 0.000 220.884 -0.000494 12214591. -378910. -0.000194 0.000 6.986E+11 1481.8733 8388000. 0.000 223.680 -0.000968 11161229. -372781. -0.000149 0.000 7.736E+11 2902.5973 8388000. 0.000 226.476 -0.001328 10130493. -363152. -0.000113 0.000 8.678E+11 3984.9333 8388000. 0.000 229.272 -0.001598 9130856. -350880. -8.819E-05 0.000 1.556E+12 4793.4951 8388000. 0.000 232.068 -0.001821 8168665. -336539. -7.266E-05 0.000 1.559E+12 5464.4028 8388000. 0.000 234.864 -0.002004 7249169. -320494. -5.884E-05 0.000 1.561E+12 6012.4146 8388000. 0.000 237.660 -0.002151 6376654. -303070. -4.665E-05 0.000 1.563E+12 6451.5450 8388000. 0.000 240.456 -0.002265 5554556. -284551. -3.599E-05 0.000 1.565E+12 6795.0189 8388000. 0.000 243.252 -0.002352 4785562. -265188. -2.675E-05 0.000 1.566E+12 7055.2393 8388000. 0.000 246.048 -0.002415 4071710. -245198. -1.884E-05 0.000 1.566E+12 7243.7678 8388000. 0.000 248.844 -0.002457 3414475. -224767. -1.216E-05 0.000 1.566E+12 7371.3079 8388000. 0.000 251.640 -0.002483 2814855. -204050. -6.595E-06 0.000 1.566E+12 7447.7083 8388000. 0.000 254.436 -0.002494 2273451. -183178. -2.053E-06 0.000 1.566E+12 7481.9518 8388000. 0.000 257.232 -0.002494 1790531. -162258. 1.575E-06 0.000 1.566E+12 7482.1480 8388000. 0.000 260.028 -0.002485 1366098. -141375. 4.393E-06 0.000 1.566E+12 7455.5299 8388000. 0.000 262.824 -0.002469 999946. -120595. 6.505E-06 0.000 1.566E+12 7408.4539 8388000. 0.000 265.620 -0.002449 691707. -99968. 8.015E-06 0.000 1.566E+12 7346.4037 8388000. 0.000 268.416 -0.002425 440898. -79529. 9.026E-06 0.000 1.566E+12 7273.9953 8388000. 0.000 271.212 -0.002398 246952. -59301. 9.640E-06 0.000 1.566E+12 7194.9843 8388000. 0.000 274.008 -0.002371 109254. -39300. 9.958E-06 0.000 1.566E+12 7112.2753 8388000. 0.000 276.804 -0.002343 27156. -19532. 1.008E-05 0.000 1.566E+12 7027.9302 8388000. 0.000 279.600 -0.002314 0.000 0.000 1.010E-05 0.000 1.566E+12 6943.1784 4194000. 0.000

* This analysis makes computations of pile response using nonlinear moment-curvature relationships. The above values of total stress are computed for combined axial stress and do not equal the

Page 26

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o actual stresses in concrete and steel in the range of nonlinear bending.






Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.3170 6426701. 26968. -0.002220 0.000 1.571E+12 0.000 0.000 0.000 2.796 0.3108 6505185. 26968. -0.002208 0.000 1.571E+12 0.000 0.000 0.000 5.592 0.3047 6583654. 26968. -0.002197 0.000 1.571E+12 0.000 0.000 0.000 8.388 0.2986 6662106. 26968. -0.002185 0.000 1.571E+12 0.000 0.000 0.000 11.184 0.2925 6740541. 26968. -0.002173 0.000 1.570E+12 0.000 0.000 0.000 13.980 0.2864 6818960. 26968. -0.002161 0.000 1.570E+12 0.000 0.000 0.000 16.776 0.2804 6897362. 26968. -0.002149 0.000 1.570E+12 0.000 0.000 0.000 19.572 0.2744 6975747. 26968. -0.002136 0.000 1.570E+12 0.000 0.000 0.000 22.368 0.2684 7054114. 26968. -0.002124 0.000 1.569E+12 0.000 0.000 0.000 25.164 0.2625 7132464. 26968. -0.002111 0.000 1.569E+12 0.000 0.000 0.000 27.960 0.2566 7210797. 26968. -0.002099 0.000 1.569E+12 0.000 0.000 0.000 30.756 0.2508 7289111. 26968. -0.002086 0.000 1.569E+12 0.000 0.000 0.000 33.552 0.2450 7367407. 26968. -0.002073 0.000 1.568E+12 0.000 0.000 0.000 36.348 0.2392 7445685. 26968. -0.002059 0.000 1.568E+12 0.000 0.000 0.000 39.144 0.2334 7523945. 26968. -0.002046 0.000 1.568E+12 0.000 0.000 0.000 41.940 0.2277 7602186. 26968. -0.002033 0.000 1.568E+12 0.000 0.000 0.000 44.736 0.2221 7680408. 26968. -0.002019 0.000 1.567E+12 0.000 0.000 0.000 47.532 0.2165 7758611. 26968. -0.002005 0.000 1.567E+12 0.000 0.000 0.000 50.328 0.2109 7836795. 26968. -0.001991 0.000 1.567E+12 0.000 0.000 0.000 53.124 0.2053 7914959. 26968. -0.001977 0.000 1.567E+12 0.000 0.000 0.000 55.920 0.1998 7993104. 26968. -0.001963 0.000 1.566E+12 0.000 0.000 0.000 58.716 0.1943 8071228. 26968. -0.001949 0.000 1.566E+12 0.000 0.000 0.000 61.512 0.1889 8149333. 26968. -0.001934 0.000 1.566E+12 0.000 0.000 0.000 64.308 0.1835 8227417. 26968. -0.001920 0.000 1.565E+12 0.000 0.000 0.000 67.104 0.1782 8305481. 26968. -0.001905 0.000 1.565E+12 0.000 0.000 0.000

Page 27

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 69.900 0.1729 8383525. 26968. -0.001890 0.000 1.565E+12 0.000 0.000 0.000 72.696 0.1676 8461547. 26968. -0.001875 0.000 1.565E+12 0.000 0.000 0.000 75.492 0.1624 8539549. 26968. -0.001860 0.000 1.564E+12 0.000 0.000 0.000 78.288 0.1572 8617529. 26968. -0.001844 0.000 1.564E+12 0.000 0.000 0.000 81.084 0.1521 8695488. 26968. -0.001829 0.000 1.564E+12 0.000 0.000 0.000 83.880 0.1470 8773425. 26968. -0.001813 0.000 1.563E+12 0.000 0.000 0.000 86.676 0.1419 8851340. 26968. -0.001797 0.000 1.563E+12 0.000 0.000 0.000 89.472 0.1369 8929233. 26968. -0.001781 0.000 1.563E+12 0.000 0.000 0.000 92.268 0.1320 9007104. 26968. -0.001765 0.000 1.562E+12 0.000 0.000 0.000 95.064 0.1271 9084953. 26968. -0.001749 0.000 1.562E+12 0.000 0.000 0.000 97.860 0.1222 9162779. 26968. -0.001733 0.000 1.562E+12 0.000 0.000 0.000 100.656 0.1174 9240582. 26968. -0.001716 0.000 1.561E+12 0.000 0.000 0.000 103.452 0.1126 9318362. 26954. -0.001700 0.000 1.561E+12 -9.8098 243.5875 0.000 106.248 0.1079 9396042. 26902. -0.001683 0.000 1.561E+12 -27.4942 712.6445 0.000 109.044 0.1032 9473484. 26803. -0.001666 0.000 1.561E+12 -43.6117 1181.7014 0.000 111.840 0.0986 9550561. 26660. -0.001649 0.000 1.560E+12 -58.1862 1650.7584 0.000 114.636 0.0940 9627159. 26479. -0.001632 0.000 1.560E+12 -71.2419 2119.8154 0.000 117.432 0.0894 9703177. 26264. -0.001615 0.000 1.560E+12 -82.8032 2588.8723 0.000 120.228 0.0849 9778523. 26018. -0.001595 0.000 1.247E+12 -92.8949 3057.9293 0.000 123.024 0.0805 9853112. 25747. -0.001566 0.000 7.447E+11 -101.5573 3526.9862 0.000 125.820 0.0762 9926856. 25452. -0.001528 0.000 7.384E+11 -108.8816 3996.0432 0.000 128.616 0.0720 9999696. 25140. -0.001490 0.000 7.324E+11 -114.9225 4465.1002 0.000 131.412 0.0678 10071585. 24812. -0.001452 0.000 7.266E+11 -119.7357 4934.1571 0.000 134.208 0.0638 10142484. 24472. -0.001413 0.000 7.210E+11 -123.3781 5403.2141 0.000 137.004 0.0599 10212364. 24123. -0.001373 0.000 7.155E+11 -125.9077 5872.2710 0.000 139.800 0.0562 10281203. 23769. -0.001333 0.000 7.103E+11 -127.3834 6341.3280 0.000 142.596 0.0525 10348991. 23412. -0.001292 0.000 7.052E+11 -127.8652 6810.3850 0.000 145.392 0.0489 10415722. 23055. -0.001251 0.000 7.003E+11 -127.4141 7279.4419 0.000 148.188 0.0455 10481398. 22701. -0.001209 0.000 6.956E+11 -126.0922 7748.4989 0.000 150.984 0.0422 10546031. 22351. -0.001167 0.000 6.911E+11 -123.9625 8217.5558 0.000 153.780 0.0390 10609635. 22009. -0.001124 0.000 6.867E+11 -121.0889 8686.6128 0.000 156.576 0.0359 10672232. 21675. -0.001080 0.000 6.825E+11 -117.5363 9155.6698 0.000 159.372 0.0329 10733850. 21352. -0.001036 0.000 6.783E+11 -113.3706 9624.7267 0.000 162.168 0.0301 10794519. 21042. -0.000992 0.000 6.743E+11 -108.6586 10094. 0.000 164.964 0.0274 10854277. 20745. -0.000947 0.000 6.704E+11 -103.4680 10563. 0.000 167.760 0.0248 10913163. 20464. -0.000901 0.000 6.667E+11 -97.8673 11032. 0.000 170.556 0.0223 10971221. 20199. -0.000855 0.000 6.630E+11 -91.9261 11501. 0.000 173.352 0.0200 11028495. 19950. -0.000809 0.000 6.595E+11 -85.7146 11970. 0.000 176.148 0.0178 11085034. 19720. -0.000762 0.000 6.561E+11 -79.3041 12439. 0.000 178.944 0.0158 11140887. 19507. -0.000714 0.000 6.527E+11 -72.7667 12908. 0.000 181.740 0.0138 11196105. 19313. -0.000666 0.000 6.495E+11 -66.1751 13377. 0.000 184.536 0.0120 11250739. 19137. -0.000618 0.000 6.463E+11 -59.6033 13846. 0.000 187.332 0.0104 11304839. 18979. -0.000569 0.000 6.432E+11 -53.1257 14315. 0.000 190.128 0.008854 11358455. 18840. -0.000520 0.000 6.402E+11 -46.8180 14784. 0.000 192.924 0.007471 11411636. 18717. -0.000470 0.000 6.372E+11 -40.7562 15253. 0.000 195.720 0.006227 11464429. -7457.3027 -0.000419 0.000 6.343E+11 -18682. 8388000. 0.000 198.516 0.005125 11371103. -55070. -0.000369 0.000 6.394E+11 -15376. 8388000. 0.000 201.312 0.004162 11157506. -94021. -0.000321 0.000 6.517E+11 -12486. 8388000. 0.000 204.108 0.003333 10846228. -125455. -0.000274 0.000 6.709E+11 -9998.5940 8388000. 0.000 206.904 0.002630 10456723. -150463. -0.000230 0.000 6.974E+11 -7889.9460 8388000. 0.000 209.700 0.002044 10005479. -170067. -0.000190 0.000 7.320E+11 -6132.9416 8388000. 0.000 212.496 0.001566 9506236. -185207. -0.000163 0.000 1.560E+12 -4696.5148 8388000. 0.000 215.292 0.001134 8970255. -196530. -0.000146 0.000 1.563E+12 -3402.9686 8388000. 0.000 218.088 0.000748 8407647. -204425. -0.000131 0.000 1.565E+12 -2244.0562 8388000. 0.000 220.884 0.000404 7827476. -209255. -0.000116 0.000 1.567E+12 -1211.1611 8388000. 0.000 223.680 9.847E-05 7237817. -211361. -0.000103 0.000 1.569E+12 -295.4176 8388000. 0.000

Page 28

Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o 226.476 -0.000171 6645831. -211058. -9.036E-05 0.000 1.571E+12 512.1267 8388000. 0.000 229.272 -0.000407 6057831. -208636. -7.906E-05 0.000 1.572E+12 1220.4381 8388000. 0.000 232.068 -0.000613 5479358. -204360. -6.880E-05 0.000 1.573E+12 1838.3875 8388000. 0.000 234.864 -0.000792 4915243. -198470. -5.957E-05 0.000 1.575E+12 2374.6656 8388000. 0.000 237.660 -0.000946 4369680. -191183. -5.133E-05 0.000 1.575E+12 2837.7335 8388000. 0.000 240.456 -0.001079 3846290. -182692. -4.404E-05 0.000 1.575E+12 3235.7355 8388000. 0.000 243.252 -0.001192 3348187. -173169. -3.765E-05 0.000 1.576E+12 3576.4814 8388000. 0.000 246.048 -0.001289 2878035. -162762. -3.213E-05 0.000 1.576E+12 3867.3891 8388000. 0.000 248.844 -0.001372 2438109. -151602. -2.741E-05 0.000 1.576E+12 4115.4594 8388000. 0.000 251.640 -0.001442 2030351. -139799. -2.345E-05 0.000 1.576E+12 4327.2411 8388000. 0.000 254.436 -0.001503 1656416. -127447. -2.018E-05 0.000 1.576E+12 4508.8043 8388000. 0.000 257.232 -0.001555 1317726. -114621. -1.754E-05 0.000 1.576E+12 4665.7146 8388000. 0.000 260.028 -0.001601 1015507. -101383. -1.547E-05 0.000 1.576E+12 4803.0131 8388000. 0.000 262.824 -0.001642 750833. -87783. -1.390E-05 0.000 1.576E+12 4925.1981 8388000. 0.000 265.620 -0.001679 524661. -73857. -1.277E-05 0.000 1.576E+12 5036.2087 8388000. 0.000 268.416 -0.001713 337859. -59632. -1.200E-05 0.000 1.576E+12 5139.4109 8388000. 0.000 271.212 -0.001746 191234. -45125. -1.153E-05 0.000 1.576E+12 5237.5848 8388000. 0.000 274.008 -0.001778 85554. -30347. -1.129E-05 0.000 1.576E+12 5332.9127 8388000. 0.000 276.804 -0.001809 21564. -15305. -1.119E-05 0.000 1.576E+12 5426.9673 8388000. 0.000 279.600 -0.001840 0.000 0.000 -1.117E-05 0.000 1.576E+12 5520.7009 4194000. 0.000







Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation

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Route 609 Drilled Shafts Pier 2 Columns 1&3 service - 7ft Socket - 54 inch dia - New Loads.lp6o No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 37732. M = 8008119. 590500. 0.51742967 15104673. -283119. 0.00000000 2 1 V = 33791. M = 8017192. 691500. 0.40664936 14424360. -267178. 0.00000000 3 1 V = 40441. M = 11870178. 482800. 0.95515753 19360515. -383625. 0.00000000 4 1 V = 39520. M = 12132343. 589000. 0.87424685 19537588. -380494. 0.00000000 5 1 V = 26968. M = 6426701. 497800. 0.31703432 11464429. -211361. 0.00000000






Page 30

Lateral D

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(inch

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Depth (ft)

-0.10

0.10.2

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0.50.6

0.70.8

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Case 1

Case 2

Case 3

Case 4

Case 5

Ben

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-kips)

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Depth (ft)

02000

40006000

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Case 2

Case 3

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Depth (ft)

-400-350

-300-250

-200-150

-100-50

050

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Case 1

Case 2

Case 3

Case 4

Case 5

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o================================================================================




================================================================================




Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6dName of output file: Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6oName of plot output file: Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6pName of runtime file: Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6r


Date: March 19, 2013 Time: 9:48:13

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for Drilled Pier 2-Columns 1&3-Strength State

Page 1

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o

-------------------------------------------------------------------------------- Program Options--------------------------------------------------------------------------------














Page 2

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 2 23.300000 54.0000000


Section No. 1:














Page 3




Layer Soil Type Depth Eff. Unit Friction qu kpy Num. (p-y Curve Criteria) ft Wt., pcf Ang., deg. psi pci ----- ------------------------ ---------- ---------- ------------- ------------- --------- 1 Sand (Reese, et al.) 8.500 62.600 32.000 -- 60.000 16.300 62.600 32.000 -- 60.000 2 Vuggy Limestone 16.300 77.600 -- 3000.000 -- 25.000 77.600 -- 3000.000 --

-------------------------------------------------------------------------------- Loading Type--------------------------------------------------------------------------------








Page 4


Section No. 1:









Page 5

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o kips ------ ------------------ 1 613.800 2 625.600 3 811.500 4 931.100




Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 977.1761767 1563481883. 137.7803116 0.0000861 0.0000524 0.3073650 2.4923744 0.000001250 1954.2653926 1563412314. 82.4403129 0.0001031 0.0000356 0.3654002 2.9786738 0.000001875 2931.2087942 1563311357. 64.0159466 0.0001200 0.0000188 0.4229454 3.4661859 0.000002500 3907.9334379 1563173375. 54.8204915 0.0001371 0.000002051 0.4799960 3.9549106 0.000003125 4884.0946922 1562910302. 49.3162061 0.0001541 -0.0000146 0.5365431 4.4448124 0.000003750 5857.6702526 1562045401. 45.6549471 0.0001712 -0.0000313 0.5925506 4.9356130 0.000004375 6826.7737790 1560405435. 43.0444846 0.0001883 -0.0000479 0.6479812 5.4270127 0.000005000 7790.4457304 1558089146. 41.0895303 0.0002054 -0.0000646 0.7028127 5.9188319 0.000005625 8748.1872074 1555233281. 39.5709183 0.0002226 -0.0000812 0.7570316 6.4109623 0.000006250 9699.7190061 1551955041. 38.3573687 0.0002397 -0.0000978 0.8106293 6.9033356 0.000006875 10645. 1548346457. 37.3654652 0.0002569 -0.0001144 0.8636001 7.3959084 0.000007500 10645. 1419317586. 33.8226606 0.0002537 -0.0001513 0.8530911 7.2977037 C 0.000008125 10645. 1310139310. 32.7773662 0.0002663 -0.0001724 0.8916852 7.6595482 C 0.000008750 10645. 1216557931. 31.8528333 0.0002787 -0.0001938 0.9291666 8.0141438 C 0.000009375 10645. 1135454069. 31.0295158 0.0002909 -0.0002153 0.9656865 8.3627433 C 0.0000100 10645. 1064488189. 30.2873904 0.0003029 -0.0002371 1.0012304 8.7050432 C 0.0000106 10645. 1001871237. 29.6172071 0.0003147 -0.0002591 1.0359757 9.0426082 C 0.0000113 10645. 946211724. 29.0078421 0.0003263 -0.0002812 1.0699642 9.3757209 C 0.0000119 10645. 896411107. 28.4506116 0.0003379 -0.0003034 1.1032395 9.7046981 C 0.0000125 10673. 853829762. 27.9386698 0.0003492 -0.0003258 1.1358478 10.0298927 C 0.0000131 10912. 831394989. 27.4666350 0.0003605 -0.0003483 1.1678401 10.3517192 C 0.0000138 11146. 810617067. 27.0303960 0.0003717 -0.0003708 1.1992770 10.6707079 C 0.0000144 11376. 791346685. 26.6265134 0.0003828 -0.0003935 1.2302157 -11.2987659 C 0.0000150 11601. 773396504. 26.2506840 0.0003938 -0.0004162 1.2606512 -11.9535024 C 0.0000156 11822. 756589295. 25.8985985 0.0004047 -0.0004391 1.2905489 -12.6111038 C 0.0000163 12040. 740927422. 25.5709414 0.0004155 -0.0004620 1.3200688 -13.2699563 C 0.0000169 12255. 726194112. 25.2623173 0.0004263 -0.0004849 1.3490908 -13.9313722 C 0.0000175 12467. 712374848. 24.9728574 0.0004370 -0.0005080 1.3777237 -14.5942498 C 0.0000181 12676. 699364707. 24.7002321 0.0004477 -0.0005311 1.4059544 -15.2587717 C 0.0000188 12883. 687099403. 24.4430171 0.0004583 -0.0005542 1.4337997 -15.9247969 C

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 0.0000194 13088. 675505668. 24.1996546 0.0004689 -0.0005774 1.4612599 -16.5923627 C 0.0000200 13291. 664572191. 23.9704311 0.0004794 -0.0006006 1.4884213 -17.2605499 C 0.0000206 13492. 654159219. 23.7511737 0.0004899 -0.0006239 1.5151317 -17.9310854 C 0.0000213 13692. 644341153. 23.5453198 0.0005003 -0.0006472 1.5416315 -18.6013091 C 0.0000219 13890. 634965405. 23.3477387 0.0005107 -0.0006705 1.5676990 -19.2737470 C 0.0000225 14086. 626055991. 23.1601017 0.0005211 -0.0006939 1.5934729 -19.9468586 C 0.0000231 14282. 617612361. 22.9830648 0.0005315 -0.0007173 1.6190392 -20.6196633 C 0.0000238 14476. 609505160. 22.8118097 0.0005418 -0.0007407 1.6441637 -21.2949036 C 0.0000244 14668. 601777524. 22.6488350 0.0005521 -0.0007642 1.6690276 -21.9704984 C 0.0000256 15051. 587371396. 22.3460625 0.0005726 -0.0008111 1.7180236 -23.3221885 C 0.0000269 15429. 574114085. 22.0663953 0.0005930 -0.0008582 1.7657805 -24.6778218 C 0.0000281 15805. 561951606. 21.8112645 0.0006134 -0.0009053 1.8126099 -26.0337185 C 0.0000294 16176. 550670666. 21.5735968 0.0006337 -0.0009525 1.8582508 -27.3932359 C 0.0000306 16546. 540265889. 21.3566819 0.0006540 -0.0009997 1.9030891 -28.7515531 C 0.0000319 16911. 530540292. 21.1524557 0.0006742 -0.0010470 1.9467293 -30.1138676 C 0.0000331 17275. 521494689. 20.9640901 0.0006944 -0.0010943 1.9895153 -31.4757521 C 0.0000344 17637. 513067467. 20.7906402 0.0007147 -0.0011416 2.0315014 -32.8364242 C 0.0000356 17995. 505118199. 20.6253483 0.0007348 -0.0011890 2.0723046 -34.2012434 C 0.0000369 18352. 497671413. 20.4723862 0.0007549 -0.0012363 2.1123125 -35.5648606 C 0.0000381 18707. 490677586. 20.3305699 0.0007751 -0.0012836 2.1515216 -36.9272448 C 0.0000394 19060. 484072168. 20.1971390 0.0007953 -0.0013310 2.1897986 -38.2903356 C 0.0000406 19411. 477809172. 20.0704673 0.0008154 -0.0013784 2.2270822 -39.6551368 C 0.0000419 19760. 471888044. 19.9523982 0.0008355 -0.0014257 2.2635669 -41.0186750 C 0.0000431 20108. 466278744. 19.8421936 0.0008557 -0.0014731 2.2992476 -42.3809378 C 0.0000444 20455. 460954612. 19.7391986 0.0008759 -0.0015203 2.3341192 -43.7419124 C 0.0000456 20799. 455867406. 19.6403951 0.0008961 -0.0015677 2.3679892 -45.1048084 C 0.0000469 21141. 451012503. 19.5468327 0.0009163 -0.0016150 2.4009730 -46.4677429 C 0.0000481 21482. 446381409. 19.4590846 0.0009365 -0.0016623 2.4331461 -47.8293462 C 0.0000494 21822. 441956840. 19.3767192 0.0009567 -0.0017095 2.4645033 -49.1896039 C 0.0000506 22160. 437723211. 19.2993478 0.0009770 -0.0017567 2.4950390 -50.5485012 C 0.0000519 22496. 433666436. 19.2266194 0.0009974 -0.0018039 2.5247476 -51.9060231 C 0.0000531 22832. 429770195. 19.1577575 0.0010178 -0.0018510 2.5535891 -53.2628610 C 0.0000544 23164. 426010872. 19.0908707 0.0010381 -0.0018982 2.5814389 -54.6215768 C 0.0000556 23496. 422395078. 19.0278814 0.0010584 -0.0019453 2.6084577 -55.9788549 C 0.0000569 23826. 418913075. 18.9685430 0.0010788 -0.0019924 2.6346393 -57.3346780 C 0.0000581 24154. 415555958. 18.9126305 0.0010993 -0.0020395 2.6599779 -58.6890283 C 0.0000594 24481. 412315563. 18.8599380 0.0011198 -0.0020864 2.6844672 -60.0000000 CY 0.0000606 24807. 409184398. 18.8102769 0.0011404 -0.0021334 2.7081009 -60.0000000 CY 0.0000619 25131. 406155569. 18.7634740 0.0011610 -0.0021803 2.7308728 -60.0000000 CY 0.0000631 25453. 403222721. 18.7193703 0.0011817 -0.0022271 2.7527763 -60.0000000 CY 0.0000644 25774. 400379989. 18.6778192 0.0012024 -0.0022739 2.7738047 -60.0000000 CY 0.0000656 26094. 397621948. 18.6386856 0.0012232 -0.0023206 2.7939513 -60.0000000 CY 0.0000669 26411. 394937771. 18.6006562 0.0012439 -0.0023673 2.8131365 -60.0000000 CY 0.0000681 26727. 392327547. 18.5645152 0.0012647 -0.0024140 2.8314135 -60.0000000 CY 0.0000694 27042. 389788727. 18.5305169 0.0012856 -0.0024607 2.8487982 -60.0000000 CY 0.0000706 27354. 387317237. 18.4985596 0.0013065 -0.0025073 2.8652831 -60.0000000 CY 0.0000719 27665. 384909284. 18.4685486 0.0013274 -0.0025538 2.8808608 -60.0000000 CY 0.0000731 27975. 382561325. 18.4403962 0.0013485 -0.0026003 2.8955233 -60.0000000 CY 0.0000744 28283. 380270046. 18.4140208 0.0013695 -0.0026467 2.9092629 -60.0000000 CY 0.0000794 29485. 371458493. 18.3224264 0.0014543 -0.0028319 2.9547396 -60.0000000 CY 0.0000844 30459. 360994541. 18.2148951 0.0015369 -0.0030194 2.9839571 -60.0000000 CY 0.0000894 31145. 348477285. 18.0779583 0.0016157 -0.0032105 2.9980195 -60.0000000 CY 0.0000944 31793. 336881366. 17.9568156 0.0016947 -0.0034016 2.9997359 -60.0000000 CY 0.0000994 32298. 325013977. 17.8305099 0.0017719 -0.0035943 2.9991292 -60.0000000 CY 0.0001044 32655. 312864002. 17.6960898 0.0018470 -0.0037892 2.9981868 -60.0000000 CY 0.0001094 32996. 301679949. 17.5812005 0.0019229 -0.0039833 2.9985865 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 0.0001144 33322. 291343119. 17.4792661 0.0019992 -0.0041771 2.9985572 -60.0000000 CY 0.0001194 33636. 281767089. 17.3908103 0.0020760 -0.0043702 2.9981102 -60.0000000 CY 0.0001244 33927. 272782757. 17.3124865 0.0021532 -0.0045630 2.9970530 60.0000000 CY 0.0001294 34143. 263905606. 17.2272377 0.0022288 -0.0047575 2.9997125 60.0000000 CY 0.0001344 34275. 255072689. 17.1321473 0.0023021 -0.0049541 2.9995150 60.0000000 CY 0.0001394 34401. 246825407. 17.0473337 0.0023760 -0.0051503 2.9974267 60.0000000 CY 0.0001444 34521. 239107514. 16.9687774 0.0024499 -0.0053464 2.9999941 60.0000000 CY 0.0001494 34635. 231864584. 16.8964791 0.0025239 -0.0055423 2.9984388 60.0000000 CY 0.0001544 34745. 225067672. 16.8316533 0.0025984 -0.0057379 2.9987207 60.0000000 CY 0.0001594 34851. 218670474. 16.7740322 0.0026734 -0.0059329 2.9985448 60.0000000 CY 0.0001644 34953. 212643924. 16.7223133 0.0027487 -0.0061275 2.9988284 60.0000000 CY 0.0001694 35052. 206950743. 16.6764437 0.0028246 -0.0063217 2.9978502 60.0000000 CY 0.0001744 35149. 201570000. 16.6351794 0.0029008 -0.0065155 2.9999821 60.0000000 CY 0.0001794 35242. 196469668. 16.5987883 0.0029774 -0.0067088 2.9958637 60.0000000 CY 0.0001844 35332. 191632394. 16.5660240 0.0030544 -0.0069019 2.9994128 60.0000000 CY 0.0001894 35416. 187014716. 16.5353714 0.0031314 -0.0070949 2.9968799 60.0000000 CY 0.0001944 35486. 182565454. 16.5038694 0.0032079 -0.0072883 2.9968969 60.0000000 CY 0.0001994 35538. 178245313. 16.4684404 0.0032834 -0.0074829 2.9995971 60.0000000 CY 0.0002044 35570. 174040475. 16.4255138 0.0033570 -0.0076793 2.9973439 60.0000000 CY 0.0002094 35589. 169977563. 16.3812306 0.0034298 -0.0078764 2.9946057 60.0000000 CY 0.0002144 35605. 166087137. 16.3385364 0.0035026 -0.0080737 2.9981041 60.0000000 CY 0.0002194 35619. 162366103. 16.2981600 0.0035754 -0.0082708 2.9998164 60.0000000 CY 0.0002244 35632. 158806126. 16.2607494 0.0036485 -0.0084677 2.9967252 60.0000000 CY 0.0002294 35644. 155397618. 16.2259272 0.0037218 -0.0086644 2.9929250 60.0000000 CY 0.0002344 35656. 152132323. 16.1932439 0.0037953 -0.0088610 2.9968289 60.0000000 CY 0.0002394 35656. 148954625. 16.2114899 0.0038806 -0.0090456 2.9997461 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 976.3868316 1562218931. 139.9534359 0.0000875 0.0000537 0.3120891 2.5317623 0.000001250 1952.6863673 1562149094. 83.5269150 0.0001044 0.0000369 0.3700732 3.0180632 0.000001875 2928.8399726 1562047985. 64.7403924 0.0001214 0.0000201 0.4275674 3.5055776 0.000002500 3904.7746457 1561909858. 55.3638725 0.0001384 0.000003410 0.4845670 3.9943058 0.000003125 4880.2226785 1561671257. 49.7510731 0.0001555 -0.0000133 0.5410642 4.4842223 0.000003750 5853.3142974 1560883813. 46.0177964 0.0001726 -0.0000299 0.5970256 4.9750728 0.000004375 6822.0893937 1559334719. 43.3561188 0.0001897 -0.0000466 0.6524131 5.4665513 0.000005000 7785.5229286 1557104586. 41.3628905 0.0002068 -0.0000632 0.7072036 5.9584691 0.000005625 8743.0833304 1554325925. 39.8146015 0.0002240 -0.0000798 0.7613828 6.4507131 0.000006250 9694.4701517 1551115224. 38.5773713 0.0002411 -0.0000964 0.8149416 6.9432111 0.000006875 10640. 1547565292. 37.5661350 0.0002583 -0.0001130 0.8678741 7.4359169 0.000007500 10640. 1418601517. 34.0906229 0.0002557 -0.0001493 0.8593310 7.3559855 C 0.000008125 10640. 1309478324. 33.0334909 0.0002684 -0.0001704 0.8980880 7.7198975 C 0.000008750 10640. 1215944158. 32.0999349 0.0002809 -0.0001916 0.9357594 8.0768459 C 0.000009375 10640. 1134881214. 31.2652312 0.0002931 -0.0002131 0.9723649 8.4268285 C 0.0000100 10640. 1063951138. 30.5170950 0.0003052 -0.0002348 1.0081111 8.7716575 C 0.0000106 10640. 1001365777. 29.8382605 0.0003170 -0.0002567 1.0429495 9.1107201 C 0.0000113 10640. 945734345. 29.2212866 0.0003287 -0.0002788 1.0770319 9.4453573 C 0.0000119 10640. 895958853. 28.6574612 0.0003403 -0.0003009 1.1104065 9.7759320 C 0.0000125 10777. 862155508. 28.1397994 0.0003517 -0.0003233 1.1431199 10.1028023 C 0.0000131 11019. 839505996. 27.6627757 0.0003631 -0.0003457 1.1752220 10.4263753 C 0.0000138 11255. 818523418. 27.2220392 0.0003743 -0.0003682 1.2067677 10.7471257 C

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 0.0000144 11485. 798987205. 26.8123330 0.0003854 -0.0003908 1.2377433 -11.2213024 C 0.0000150 11712. 780776889. 26.4307553 0.0003965 -0.0004135 1.2681972 -11.8751715 C 0.0000156 11935. 763821363. 26.0759323 0.0004074 -0.0004363 1.2982227 -12.5307494 C 0.0000163 12154. 747937019. 25.7435914 0.0004183 -0.0004592 1.3277711 -13.1885950 C 0.0000169 12370. 733012312. 25.4310522 0.0004291 -0.0004821 1.3568399 -13.8487976 C 0.0000175 12583. 719052111. 25.1392549 0.0004399 -0.0005051 1.3855792 -14.5098031 C 0.0000181 12793. 705824287. 24.8617955 0.0004506 -0.0005281 1.4137849 -15.1738501 C 0.0000188 13002. 693433665. 24.6027105 0.0004613 -0.0005512 1.4417359 -15.8379636 C 0.0000194 13207. 681650801. 24.3552153 0.0004719 -0.0005744 1.4691779 -16.5049572 C 0.0000200 13411. 670559966. 24.1229039 0.0004825 -0.0005975 1.4963614 -17.1721157 C 0.0000206 13613. 660025656. 23.9017064 0.0004930 -0.0006208 1.5231437 -17.8410481 C 0.0000213 13813. 650025468. 23.6915805 0.0005034 -0.0006441 1.5495800 -18.5111760 C 0.0000219 14013. 640579473. 23.4939562 0.0005139 -0.0006673 1.5758049 -19.1809902 C 0.0000225 14209. 631508044. 23.3025270 0.0005243 -0.0006907 1.6015207 -19.8539262 C 0.0000231 14405. 622908401. 23.1217962 0.0005347 -0.0007141 1.6270224 -20.5266266 C 0.0000238 14600. 614745865. 22.9510259 0.0005451 -0.0007374 1.6523156 -21.1990183 C 0.0000244 14793. 606876445. 22.7846707 0.0005554 -0.0007609 1.6771155 -21.8744797 C 0.0000256 15176. 592246048. 22.4774759 0.0005760 -0.0008078 1.7260962 -23.2245319 C 0.0000269 15555. 578788765. 22.1939819 0.0005965 -0.0008548 1.7738453 -24.5783842 C 0.0000281 15931. 566438435. 21.9352857 0.0006169 -0.0009018 1.8206563 -25.9325638 C 0.0000294 16303. 554990425. 21.6946347 0.0006373 -0.0009490 1.8662929 -27.2901269 C 0.0000306 16672. 544396509. 21.4730890 0.0006576 -0.0009961 1.9109925 -28.6481690 C 0.0000319 17039. 534557567. 21.2682723 0.0006779 -0.0010433 1.9547483 -30.0068095 C 0.0000331 17402. 525348473. 21.0758511 0.0006981 -0.0010906 1.9973915 -31.3683917 C 0.0000344 17764. 516769562. 20.8986450 0.0007184 -0.0011379 2.0392340 -32.7287569 C 0.0000356 18123. 508728371. 20.7332697 0.0007386 -0.0011851 2.0801407 -34.0897469 C 0.0000369 18480. 501148339. 20.5769647 0.0007588 -0.0012325 2.1200005 -35.4530271 C 0.0000381 18835. 494029916. 20.4320289 0.0007790 -0.0012798 2.1590605 -36.8150692 C 0.0000394 19189. 487328796. 20.2973898 0.0007992 -0.0013270 2.1973157 -38.1758617 C 0.0000406 19540. 480974359. 20.1694891 0.0008194 -0.0013744 2.2345637 -39.5384769 C 0.0000419 19888. 474948862. 20.0487786 0.0008395 -0.0014217 2.2708932 -40.9016331 C 0.0000431 20236. 469241146. 19.9360902 0.0008597 -0.0014690 2.3064173 -42.2635083 C 0.0000444 20582. 463824049. 19.8307558 0.0008800 -0.0015163 2.3411312 -43.6240897 C 0.0000456 20927. 458673375. 19.7321810 0.0009003 -0.0015635 2.3750294 -44.9833642 C 0.0000469 21269. 453742261. 19.6372748 0.0009205 -0.0016108 2.4079109 -46.3447983 C 0.0000481 21610. 449031191. 19.5474940 0.0009407 -0.0016580 2.4399188 -47.7059598 C 0.0000494 21949. 444530597. 19.4632035 0.0009610 -0.0017053 2.4711092 -49.0657691 C 0.0000506 22286. 440224603. 19.3840066 0.0009813 -0.0017524 2.5014767 -50.4242114 C 0.0000519 22623. 436098853. 19.3095453 0.0010017 -0.0017996 2.5310156 -51.7812713 C 0.0000531 22957. 432140341. 19.2394954 0.0010221 -0.0018467 2.5597203 -53.1369335 C 0.0000544 23291. 428337249. 19.1735626 0.0010426 -0.0018937 2.5875850 -54.4911820 C 0.0000556 23622. 424661718. 19.1091753 0.0010629 -0.0019408 2.6144350 -55.8477178 C 0.0000569 23951. 421121500. 19.0483720 0.0010834 -0.0019879 2.6404358 -57.2030100 C 0.0000581 24279. 417708567. 18.9910625 0.0011039 -0.0020349 2.6655917 -58.5568213 C 0.0000594 24606. 414414607. 18.9370370 0.0011244 -0.0020819 2.6898965 -59.9091331 C 0.0000606 24931. 411231984. 18.8861028 0.0011450 -0.0021288 2.7133439 -60.0000000 CY 0.0000619 25255. 408153673. 18.8380834 0.0011656 -0.0021756 2.7359274 -60.0000000 CY 0.0000631 25577. 405173202. 18.7928164 0.0011863 -0.0022225 2.7576405 -60.0000000 CY 0.0000644 25897. 402284593. 18.7501522 0.0012070 -0.0022692 2.7784766 -60.0000000 CY 0.0000656 26216. 399482319. 18.7099531 0.0012278 -0.0023159 2.7984287 -60.0000000 CY 0.0000669 26533. 396761260. 18.6720918 0.0012487 -0.0023626 2.8174900 -60.0000000 CY 0.0000681 26849. 394116666. 18.6364506 0.0012696 -0.0024091 2.8356534 -60.0000000 CY 0.0000694 27163. 391538852. 18.6017632 0.0012905 -0.0024558 2.8528464 -60.0000000 CY 0.0000706 27475. 389028398. 18.5688823 0.0013114 -0.0025023 2.8691210 -60.0000000 CY 0.0000719 27786. 386582720. 18.5379859 0.0013324 -0.0025488 2.8844858 -60.0000000 CY 0.0000731 28094. 384198208. 18.5089842 0.0013535 -0.0025953 2.8989328 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 0.0000744 28402. 381871490. 18.4817942 0.0013746 -0.0026417 2.9124541 -60.0000000 CY 0.0000794 29605. 372970118. 18.3879137 0.0014595 -0.0028267 2.9570543 -60.0000000 CY 0.0000844 30590. 362547466. 18.2804496 0.0015424 -0.0030138 2.9854084 -60.0000000 CY 0.0000894 31277. 349955891. 18.1421849 0.0016215 -0.0032048 2.9985242 -60.0000000 CY 0.0000944 31924. 338268983. 18.0214807 0.0017008 -0.0033955 2.9999043 -60.0000000 CY 0.0000994 32438. 326417424. 17.8956695 0.0017784 -0.0035879 2.9979218 -60.0000000 CY 0.0001044 32795. 314207719. 17.7598912 0.0018537 -0.0037826 2.9987383 -60.0000000 CY 0.0001094 33135. 302944689. 17.6432031 0.0019297 -0.0039765 2.9990755 -60.0000000 CY 0.0001144 33460. 292549967. 17.5434119 0.0020065 -0.0041697 2.9990877 -60.0000000 CY 0.0001194 33772. 282907729. 17.4534626 0.0020835 -0.0043627 2.9987368 -60.0000000 CY 0.0001244 34064. 273879486. 17.3743410 0.0021609 -0.0045553 2.9978721 60.0000000 CY 0.0001294 34284. 264994822. 17.2894845 0.0022368 -0.0047494 2.9980397 60.0000000 CY 0.0001344 34420. 256151079. 17.1943140 0.0023105 -0.0049458 2.9998267 60.0000000 CY 0.0001394 34545. 247855553. 17.1081959 0.0023845 -0.0051418 2.9982583 60.0000000 CY 0.0001444 34665. 240101907. 17.0313983 0.0024589 -0.0053373 2.9985993 60.0000000 CY 0.0001494 34778. 232823377. 16.9594853 0.0025333 -0.0055329 2.9991278 60.0000000 CY 0.0001544 34887. 225987200. 16.8936181 0.0026080 -0.0057283 2.9967337 60.0000000 CY 0.0001594 34992. 219555651. 16.8348155 0.0026830 -0.0059232 2.9992229 60.0000000 CY 0.0001644 35093. 213494844. 16.7822030 0.0027586 -0.0061177 2.9967836 60.0000000 CY 0.0001694 35191. 207771794. 16.7352773 0.0028345 -0.0063117 2.9987183 60.0000000 CY 0.0001744 35287. 202361595. 16.6931717 0.0029109 -0.0065054 2.9987289 60.0000000 CY 0.0001794 35379. 197234380. 16.6559052 0.0029877 -0.0066986 2.9971430 60.0000000 CY 0.0001844 35469. 192373912. 16.6223800 0.0030648 -0.0068915 2.9998254 60.0000000 CY 0.0001894 35552. 187733589. 16.5912588 0.0031420 -0.0070843 2.9946815 60.0000000 CY 0.0001944 35627. 183288894. 16.5609364 0.0032190 -0.0072772 2.9980689 60.0000000 CY 0.0001994 35678. 178947841. 16.5247886 0.0032946 -0.0074716 2.9999334 60.0000000 CY 0.0002044 35716. 174755207. 16.4876131 0.0033697 -0.0076666 2.9947077 60.0000000 CY 0.0002094 35735. 170676367. 16.4442646 0.0034430 -0.0078632 2.9964654 60.0000000 CY 0.0002144 35752. 166771886. 16.4010412 0.0035160 -0.0080603 2.9991395 60.0000000 CY 0.0002194 35765. 163033146. 16.3597861 0.0035889 -0.0082573 2.9998466 60.0000000 CY 0.0002244 35778. 159455176. 16.3217648 0.0036622 -0.0084541 2.9938815 60.0000000 CY 0.0002294 35790. 156030946. 16.2860675 0.0037356 -0.0086506 2.9951716 60.0000000 CY 0.0002344 35801. 152750564. 16.2525607 0.0038092 -0.0088471 2.9982717 60.0000000 CY



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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 0.0000100 11480. 1148002313. 33.9189106 0.0003392 -0.0002008 1.1086221 9.7581841 C 0.0000106 11480. 1080472765. 33.1286853 0.0003520 -0.0002218 1.1452895 10.1245823 C 0.0000113 11698. 1039781178. 32.4089485 0.0003646 -0.0002429 1.1810410 10.4853320 C 0.0000119 11998. 1010348549. 31.7512312 0.0003770 -0.0002642 1.2159823 10.8413490 C 0.0000125 12287. 982935724. 31.1469091 0.0003893 -0.0002857 1.2501508 11.1928795 C 0.0000131 12565. 957346054. 30.5890850 0.0004015 -0.0003073 1.2835858 11.5402017 C 0.0000138 12834. 933415797. 30.0721988 0.0004135 -0.0003290 1.3163285 11.8836267 C 0.0000144 13096. 911006700. 29.5917429 0.0004254 -0.0003509 1.3484223 12.2235015 C 0.0000150 13350. 890000437. 29.1440492 0.0004372 -0.0003728 1.3799127 12.5602114 C 0.0000156 13598. 870294375. 28.7261289 0.0004488 -0.0003949 1.4108476 12.8941835 C 0.0000163 13842. 851798317. 28.3355489 0.0004605 -0.0004170 1.4412775 13.2258900 C 0.0000169 14078. 834270307. 27.9665738 0.0004719 -0.0004393 1.4710891 13.5540109 C 0.0000175 14311. 817775510. 27.6203130 0.0004834 -0.0004616 1.5004473 13.8802839 C 0.0000181 14541. 802241748. 27.2951962 0.0004947 -0.0004840 1.5293935 14.2051188 C 0.0000188 14765. 787454311. 26.9859289 0.0005060 -0.0005065 1.5577793 -14.5420887 C 0.0000194 14987. 773543525. 26.6959352 0.0005172 -0.0005290 1.5858554 -15.1897651 C 0.0000200 15205. 760260431. 26.4189295 0.0005284 -0.0005516 1.6133990 -15.8404208 C 0.0000206 15422. 747731786. 26.1585424 0.0005395 -0.0005742 1.6406631 -16.4911780 C 0.0000213 15634. 735722939. 25.9085102 0.0005506 -0.0005969 1.6673983 -17.1449930 C 0.0000219 15846. 724379445. 25.6733388 0.0005616 -0.0006196 1.6938984 -17.7984444 C 0.0000225 16053. 713472565. 25.4464799 0.0005725 -0.0006425 1.7198758 -18.4549969 C 0.0000231 16260. 703116764. 25.2318238 0.0005835 -0.0006653 1.7455890 -19.1115894 C 0.0000238 16464. 693219765. 25.0267521 0.0005944 -0.0006881 1.7709456 -19.7693619 C 0.0000244 16666. 683716333. 24.8295150 0.0006052 -0.0007110 1.7958912 -20.4290303 C 0.0000256 17065. 665966715. 24.4623460 0.0006268 -0.0007569 1.8449242 -21.7495253 C 0.0000269 17459. 649619378. 24.1244465 0.0006483 -0.0008029 1.8926450 -23.0738282 C 0.0000281 17846. 634507029. 23.8120686 0.0006697 -0.0008490 1.9390818 -24.4018129 C 0.0000294 18229. 620560101. 23.5253489 0.0006911 -0.0008952 1.9844658 -25.7305871 C 0.0000306 18606. 607539156. 23.2567173 0.0007122 -0.0009415 2.0285173 -27.0640844 C 0.0000319 18980. 595465788. 23.0096311 0.0007334 -0.0009878 2.0716232 -28.3971409 C 0.0000331 19350. 584145323. 22.7773692 0.0007545 -0.0010342 2.1134981 -29.7338711 C 0.0000344 19716. 573565821. 22.5616249 0.0007756 -0.0010807 2.1543815 -31.0709738 C 0.0000356 20080. 563654928. 22.3607901 0.0007966 -0.0011271 2.1942843 -32.4083149 C 0.0000369 20439. 554288336. 22.1702808 0.0008175 -0.0011737 2.2329973 -33.7491746 C 0.0000381 20797. 545494534. 21.9934904 0.0008385 -0.0012202 2.2708419 -35.0886783 C 0.0000394 21152. 537196153. 21.8277497 0.0008595 -0.0012668 2.3077170 -36.4283820 C 0.0000406 21503. 529306489. 21.6694929 0.0008803 -0.0013134 2.3434457 -37.7712848 C 0.0000419 21852. 521850423. 21.5218182 0.0009012 -0.0013600 2.3783073 -39.1128107 C 0.0000431 22200. 514789856. 21.3838159 0.0009222 -0.0014066 2.4122959 -40.4529464 C 0.0000444 22545. 508054124. 21.2520373 0.0009431 -0.0014532 2.4452203 -41.7950783 C 0.0000456 22887. 501628273. 21.1267683 0.0009639 -0.0014998 2.4771460 -43.1381508 C 0.0000469 23227. 495511524. 21.0092265 0.0009848 -0.0015464 2.5081985 -44.4798014 C 0.0000481 23566. 489679433. 20.8988203 0.0010058 -0.0015930 2.5383719 -45.8200150 C 0.0000494 23903. 484110024. 20.7950185 0.0010268 -0.0016395 2.5676600 -47.1587765 C 0.0000506 24237. 478745726. 20.6940704 0.0010476 -0.0016861 2.5958332 -48.5008743 C 0.0000519 24568. 473607326. 20.5988048 0.0010686 -0.0017327 2.6231126 -49.8417417 C 0.0000531 24899. 468680444. 20.5089954 0.0010895 -0.0017792 2.6495037 -51.1811101 C 0.0000544 25227. 463950161. 20.4242768 0.0011106 -0.0018257 2.6750002 -52.5189621 C 0.0000556 25554. 459402887. 20.3443168 0.0011317 -0.0018721 2.6995955 -53.8552801 C 0.0000569 25880. 455026223. 20.2688125 0.0011528 -0.0019185 2.7232829 -55.1900459 C 0.0000581 26202. 450791263. 20.1955525 0.0011739 -0.0019649 2.7459353 -56.5265030 C 0.0000594 26523. 446700683. 20.1256460 0.0011950 -0.0020113 2.7676369 -57.8624969 C 0.0000606 26842. 442751193. 20.0595438 0.0012161 -0.0020576 2.7884243 -59.1968706 C 0.0000619 27159. 438933917. 19.9970271 0.0012373 -0.0021039 2.8082903 -60.0000000 CY 0.0000631 27475. 435240677. 19.9378943 0.0012586 -0.0021502 2.8272276 -60.0000000 CY 0.0000644 27788. 431663918. 19.8819602 0.0012799 -0.0021963 2.8452288 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 0.0000656 28100. 428196659. 19.8290538 0.0013013 -0.0022425 2.8622863 -60.0000000 CY 0.0000669 28411. 424832429. 19.7790172 0.0013227 -0.0022885 2.8783923 -60.0000000 CY 0.0000681 28719. 421565227. 19.7317044 0.0013442 -0.0023345 2.8935388 -60.0000000 CY 0.0000694 29025. 418383560. 19.6860342 0.0013657 -0.0023805 2.9076755 -60.0000000 CY 0.0000706 29329. 415283534. 19.6420209 0.0013872 -0.0024265 2.9208073 -60.0000000 CY 0.0000719 29632. 412265944. 19.6004317 0.0014088 -0.0024725 2.9329675 -60.0000000 CY 0.0000731 29932. 409326226. 19.5611554 0.0014304 -0.0025183 2.9441473 -60.0000000 CY 0.0000744 30230. 406460115. 19.5240888 0.0014521 -0.0025641 2.9543379 -60.0000000 CY 0.0000794 31405. 395655549. 19.3960955 0.0015396 -0.0027467 2.9850222 -60.0000000 CY 0.0000844 32496. 385136379. 19.2869352 0.0016273 -0.0029289 2.9990542 -60.0000000 CY 0.0000894 33308. 372672524. 19.1554684 0.0017120 -0.0031142 2.9987397 -60.0000000 CY 0.0000944 33920. 359419426. 19.0112122 0.0017942 -0.0033021 2.9996460 -60.0000000 CY 0.0000994 34510. 347269149. 18.8921771 0.0018774 -0.0034888 2.9995077 -60.0000000 CY 0.0001044 34943. 334780877. 18.7645902 0.0019586 -0.0036777 2.9980768 -60.0000000 CY 0.0001094 35259. 322364982. 18.6345267 0.0020382 -0.0038681 2.9983443 -60.0000000 CY 0.0001144 35558. 310890762. 18.5162191 0.0021178 -0.0040585 2.9981334 60.0000000 CY 0.0001194 35846. 300280590. 18.4140925 0.0021982 -0.0042481 2.9974346 60.0000000 CY 0.0001244 36123. 290439625. 18.3261337 0.0022793 -0.0044369 2.9983984 60.0000000 CY 0.0001294 36390. 281272130. 18.2500702 0.0023611 -0.0046251 2.9999594 60.0000000 CY 0.0001344 36608. 272430962. 18.1741243 0.0024421 -0.0048141 2.9992471 60.0000000 CY 0.0001394 36749. 263673493. 18.0883087 0.0025211 -0.0050052 2.9968084 60.0000000 CY 0.0001444 36854. 255265823. 17.9974235 0.0025984 -0.0051979 2.9998940 60.0000000 CY 0.0001494 36954. 247388955. 17.9159392 0.0026762 -0.0053901 2.9975891 60.0000000 CY 0.0001544 37050. 240000772. 17.8423564 0.0027544 -0.0055818 2.9999768 60.0000000 CY 0.0001594 37142. 233050234. 17.7764430 0.0028331 -0.0057731 2.9973725 60.0000000 CY 0.0001644 37232. 226506116. 17.7167081 0.0029122 -0.0059641 2.9999201 60.0000000 CY 0.0001694 37318. 220327468. 17.6631310 0.0029917 -0.0061546 2.9960154 60.0000000 CY 0.0001744 37402. 214489179. 17.6145663 0.0030715 -0.0063447 2.9994785 60.0000000 CY 0.0001794 37482. 208961196. 17.5707972 0.0031518 -0.0065345 2.9965032 60.0000000 CY 0.0001844 37560. 203716215. 17.5296255 0.0032320 -0.0067242 2.9977922 60.0000000 CY 0.0001894 37636. 198736102. 17.4903506 0.0033122 -0.0069140 2.9999158 60.0000000 CY 0.0001944 37709. 193999311. 17.4551563 0.0033928 -0.0071034 2.9943073 60.0000000 CY 0.0001994 37780. 189491102. 17.4231455 0.0034737 -0.0072925 2.9978321 60.0000000 CY 0.0002044 37846. 185177797. 17.3924064 0.0035546 -0.0074817 2.9998801 60.0000000 CY 0.0002094 37907. 181050229. 17.3638871 0.0036356 -0.0076707 2.9951371 60.0000000 CY 0.0002144 37945. 177004158. 17.3283607 0.0037148 -0.0078615 2.9958990 60.0000000 CY 0.0002194 37982. 173137188. 17.2951913 0.0037941 -0.0080521 2.9989209 60.0000000 CY 0.0002244 37982. 169278977. 17.3031614 0.0038824 -0.0082339 2.9984770 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 955.7273342 1529163735. 196.8305646 0.0001230 0.0000893 0.4342578 3.5626602 0.000001250 1911.3585576 1529086846. 111.9665481 0.0001400 0.0000725 0.4909061 4.0489999 0.000001875 2866.8407429 1528981730. 83.7013357 0.0001569 0.0000557 0.5470640 4.5365789 0.000002500 3822.0993327 1528839733. 69.5858276 0.0001740 0.0000390 0.6027266 5.0253975 0.000003125 4777.0597408 1528659117. 61.1302049 0.0001910 0.0000223 0.6578892 5.5154561 0.000003750 5731.6473429 1528439291. 55.5045288 0.0002081 0.000005642 0.7125469 6.0067550 0.000004375 6685.7257428 1528165884. 51.4959046 0.0002253 -0.0000110 0.7666939 6.4992867 0.000005000 7638.2103877 1527642078. 48.4969700 0.0002425 -0.0000275 0.8203104 6.9929106 0.000005625 8587.4494688 1526657683. 46.1696844 0.0002597 -0.0000440 0.8733661 7.4873860 0.000006250 9532.2796369 1525164742. 44.3114982 0.0002769 -0.0000606 0.9258378 7.9825216

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 0.000006875 10472. 1523194685. 42.7937981 0.0002942 -0.0000770 0.9777085 8.4781823 0.000007500 11406. 1520805116. 41.5310344 0.0003115 -0.0000935 1.0289668 8.9742750 0.000008125 12334. 1518054950. 40.4640888 0.0003288 -0.0001100 1.0796041 9.4707322 0.000008750 12334. 1409622454. 37.9523877 0.0003321 -0.0001404 1.0888319 9.5619059 C 0.000009375 12334. 1315647624. 36.8987721 0.0003459 -0.0001603 1.1287080 9.9584474 C 0.0000100 12334. 1233419647. 35.9516171 0.0003595 -0.0001805 1.1674392 10.3476690 C 0.0000106 12334. 1160865550. 35.0931678 0.0003729 -0.0002009 1.2050794 10.7298884 C 0.0000113 12480. 1109292125. 34.3133291 0.0003860 -0.0002215 1.2417986 11.1066361 C 0.0000119 12811. 1078831863. 33.5983234 0.0003990 -0.0002423 1.2775680 11.4774412 C 0.0000125 13129. 1050337823. 32.9422032 0.0004118 -0.0002632 1.3125355 11.8436737 C 0.0000131 13435. 1023626462. 32.3371741 0.0004244 -0.0002843 1.3467366 12.2055681 C 0.0000138 13730. 998526426. 31.7766732 0.0004369 -0.0003056 1.3801989 12.5632859 C 0.0000144 14014. 974910811. 31.2555986 0.0004493 -0.0003270 1.4129614 12.9171214 C 0.0000150 14290. 952671381. 30.7697795 0.0004615 -0.0003485 1.4450652 13.2674041 C 0.0000156 14558. 931714451. 30.3157939 0.0004737 -0.0003701 1.4765535 13.6145004 C 0.0000163 14819. 911957851. 29.8908306 0.0004857 -0.0003918 1.5074713 13.9588165 C 0.0000169 15074. 893259707. 29.4911951 0.0004977 -0.0004136 1.5378059 14.3001224 C 0.0000175 15322. 875516607. 29.1139605 0.0005095 -0.0004355 1.5675563 14.6383099 C 0.0000181 15565. 858762952. 28.7593026 0.0005213 -0.0004575 1.5968443 14.9746897 C 0.0000188 15804. 842869282. 28.4242092 0.0005330 -0.0004795 1.6256396 15.3088513 C 0.0000194 16037. 827721338. 28.1057773 0.0005445 -0.0005017 1.6539000 15.6402273 C 0.0000200 16268. 813416499. 27.8062079 0.0005561 -0.0005239 1.6818163 15.9710007 C 0.0000206 16493. 799672842. 27.5187114 0.0005676 -0.0005462 1.7091378 16.2981356 C 0.0000213 16717. 786693453. 27.2482714 0.0005790 -0.0005685 1.7361806 16.6253598 C 0.0000219 16936. 774213925. 26.9882850 0.0005904 -0.0005909 1.7626791 -16.9642754 C 0.0000225 17154. 762405213. 26.7433469 0.0006017 -0.0006133 1.7889285 -17.6087911 C 0.0000231 17367. 751018154. 26.5068527 0.0006130 -0.0006358 1.8146405 -18.2565232 C 0.0000238 17580. 740198339. 26.2830541 0.0006242 -0.0006583 1.8400902 -18.9040839 C 0.0000244 17789. 729807244. 26.0681382 0.0006354 -0.0006808 1.8651207 -19.5534785 C 0.0000256 18202. 710335606. 25.6667311 0.0006577 -0.0007260 1.9141915 -20.8545167 C 0.0000269 18606. 692307851. 25.2951044 0.0006798 -0.0007714 1.9617387 -22.1614471 C 0.0000281 19003. 675678860. 24.9536167 0.0007018 -0.0008169 2.0080497 -23.4707376 C 0.0000294 19395. 660264776. 24.6381412 0.0007237 -0.0008625 2.0531192 -24.7826271 C 0.0000306 19780. 645879678. 24.3436462 0.0007455 -0.0009082 2.0968463 -26.0987557 C 0.0000319 20162. 632518007. 24.0719900 0.0007673 -0.0009540 2.1395235 -27.4151229 C 0.0000331 20536. 619960112. 23.8160812 0.0007889 -0.0009998 2.1808656 -28.7360585 C 0.0000344 20908. 608235929. 23.5790584 0.0008105 -0.0010457 2.2212076 -30.0567198 C 0.0000356 21275. 597196849. 23.3560161 0.0008321 -0.0010917 2.2603586 -31.3801221 C 0.0000369 21638. 586803048. 23.1468592 0.0008535 -0.0011377 2.2984190 -32.7048461 C 0.0000381 22000. 577044724. 22.9527283 0.0008751 -0.0011837 2.3355605 -34.0281210 C 0.0000394 22355. 567750491. 22.7664315 0.0008964 -0.0012298 2.3713946 -35.3565250 C 0.0000406 22709. 558984190. 22.5927489 0.0009178 -0.0012759 2.4063118 -36.6835738 C 0.0000419 23061. 550699586. 22.4306421 0.0009393 -0.0013220 2.4403115 -38.0091576 C 0.0000431 23407. 542780130. 22.2746985 0.0009606 -0.0013682 2.4730940 -39.3387866 C 0.0000444 23752. 535257134. 22.1280333 0.0009819 -0.0014143 2.5049199 -40.6677807 C 0.0000456 24095. 528108362. 21.9905310 0.0010033 -0.0014604 2.5358287 -41.9952848 C 0.0000469 24436. 521299095. 21.8611702 0.0010247 -0.0015065 2.5657942 -43.3216904 C 0.0000481 24772. 514749277. 21.7356223 0.0010460 -0.0015527 2.5945711 -44.6521532 C 0.0000494 25107. 508496153. 21.6174970 0.0010674 -0.0015989 2.6224300 -45.9810901 C 0.0000506 25440. 502517351. 21.5062557 0.0010888 -0.0016450 2.6493641 -47.3084845 C 0.0000519 25771. 496792647. 21.4014120 0.0011102 -0.0016911 2.6753667 -48.6343195 C 0.0000531 26100. 491291454. 21.3015117 0.0011316 -0.0017371 2.7003682 -49.9601396 C 0.0000544 26425. 485980479. 21.2047144 0.0011530 -0.0017832 2.7242778 -51.2883096 C 0.0000556 26749. 480876500. 21.1132664 0.0011744 -0.0018293 2.7472526 -52.6148682 C 0.0000569 27071. 475965496. 21.0268269 0.0011959 -0.0018753 2.7692854 -53.9397960 C 0.0000581 27391. 471234646. 20.9450844 0.0012174 -0.0019213 2.7903688 -55.2630731 C

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 0.0000594 27709. 466672201. 20.8677543 0.0012390 -0.0019672 2.8104954 -56.5846792 C 0.0000606 28025. 462267373. 20.7945753 0.0012607 -0.0020131 2.8296576 -57.9045934 C 0.0000619 28338. 457987385. 20.7228712 0.0012822 -0.0020590 2.8477227 -59.2271668 C 0.0000631 28649. 453846217. 20.6547964 0.0013038 -0.0021049 2.8648144 -60.0000000 CY 0.0000644 28958. 449836951. 20.5903136 0.0013255 -0.0021507 2.8809336 -60.0000000 CY 0.0000656 29266. 445951687. 20.5292301 0.0013472 -0.0021965 2.8960721 -60.0000000 CY 0.0000669 29571. 442183107. 20.4713682 0.0013690 -0.0022422 2.9102216 -60.0000000 CY 0.0000681 29874. 438524419. 20.4165636 0.0013909 -0.0022879 2.9233735 -60.0000000 CY 0.0000694 30176. 434969314. 20.3646640 0.0014128 -0.0023335 2.9355191 -60.0000000 CY 0.0000706 30476. 431511920. 20.3155284 0.0014348 -0.0023790 2.9466494 -60.0000000 CY 0.0000719 30773. 428146765. 20.2690259 0.0014568 -0.0024244 2.9567552 -60.0000000 CY 0.0000731 31068. 424862281. 20.2240317 0.0014789 -0.0024699 2.9657986 -60.0000000 CY 0.0000744 31361. 421656208. 20.1807511 0.0015009 -0.0025153 2.9737874 -60.0000000 CY 0.0000794 32510. 409579976. 20.0303126 0.0015899 -0.0026963 2.9952379 -60.0000000 CY 0.0000844 33615. 398397903. 19.9101497 0.0016799 -0.0028763 2.9994567 -60.0000000 CY 0.0000894 34526. 386303586. 19.7886329 0.0017686 -0.0030576 2.9987105 -60.0000000 CY 0.0000944 35145. 372392819. 19.6399296 0.0018535 -0.0032427 2.9999013 -60.0000000 CY 0.0000994 35711. 359360868. 19.5086195 0.0019387 -0.0034276 2.9979298 -60.0000000 CY 0.0001044 36224. 347052746. 19.3925758 0.0020241 -0.0036121 2.9988360 -60.0000000 CY 0.0001094 36556. 334229467. 19.2600332 0.0021066 -0.0037997 2.9990530 60.0000000 CY 0.0001144 36843. 322126214. 19.1373256 0.0021888 -0.0039874 2.9988866 60.0000000 CY 0.0001194 37116. 310918704. 19.0263389 0.0022713 -0.0041750 2.9982773 60.0000000 CY 0.0001244 37379. 300530921. 18.9301435 0.0023544 -0.0043618 2.9970194 60.0000000 CY 0.0001294 37632. 290875471. 18.8467035 0.0024383 -0.0045480 2.9997269 60.0000000 CY 0.0001344 37873. 281842205. 18.7735329 0.0025227 -0.0047336 2.9996399 60.0000000 CY 0.0001394 38068. 273130968. 18.6995072 0.0026062 -0.0049200 2.9978865 60.0000000 CY 0.0001444 38194. 264549222. 18.6157016 0.0026876 -0.0051086 2.9996698 60.0000000 CY 0.0001494 38286. 256309212. 18.5279544 0.0027676 -0.0052986 2.9985791 60.0000000 CY 0.0001544 38375. 248581495. 18.4483131 0.0028480 -0.0054883 2.9988278 60.0000000 CY 0.0001594 38460. 241314597. 18.3765805 0.0029288 -0.0056775 2.9983111 60.0000000 CY 0.0001644 38542. 234474919. 18.3112529 0.0030099 -0.0058663 2.9998889 60.0000000 CY 0.0001694 38621. 228017952. 18.2524659 0.0030915 -0.0060547 2.9970554 60.0000000 CY 0.0001744 38697. 221919680. 18.1987633 0.0031734 -0.0062428 2.9997850 60.0000000 CY 0.0001794 38771. 216145809. 18.1502103 0.0032557 -0.0064306 2.9950348 60.0000000 CY 0.0001844 38843. 210673396. 18.1060231 0.0033383 -0.0066180 2.9984103 60.0000000 CY 0.0001894 38912. 205476911. 18.0632865 0.0034207 -0.0068055 2.9999934 60.0000000 CY 0.0001944 38978. 200532407. 18.0233922 0.0035033 -0.0069930 2.9941610 60.0000000 CY 0.0001994 39043. 195829121. 17.9867706 0.0035861 -0.0071801 2.9982723 60.0000000 CY 0.0002044 39107. 191349541. 17.9531696 0.0036692 -0.0073671 2.9999584 60.0000000 CY 0.0002094 39169. 187073679. 17.9228813 0.0037526 -0.0075536 2.9943110 60.0000000 CY 0.0002144 39225. 182974952. 17.8936483 0.0038360 -0.0077403 2.9966021 60.0000000 CY



Load Axial Thrust Nominal Mom. Cap. Max. Comp. No. kips in-kip Strain ---- ---------------- ------------------ ------------ 1 613.800 35268.309 0.00300000 2 625.600 35393.334 0.00300000 3 811.500 37326.661 0.00300000

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 4 931.100 38531.761 0.00300000








Page 15

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 72.696 0.0691 4803097. 33859. -0.000769 0.000 1.563E+12 0.000 0.000 0.000 75.492 0.0670 4899080. 33859. -0.000760 0.000 1.563E+12 0.000 0.000 0.000 78.288 0.0649 4995047. 33859. -0.000752 0.000 1.563E+12 0.000 0.000 0.000 81.084 0.0628 5090999. 33859. -0.000743 0.000 1.563E+12 0.000 0.000 0.000 83.880 0.0607 5186935. 33859. -0.000733 0.000 1.563E+12 0.000 0.000 0.000 86.676 0.0587 5282855. 33859. -0.000724 0.000 1.563E+12 0.000 0.000 0.000 89.472 0.0567 5378759. 33859. -0.000714 0.000 1.562E+12 0.000 0.000 0.000 92.268 0.0547 5474647. 33859. -0.000705 0.000 1.562E+12 0.000 0.000 0.000 95.064 0.0527 5570518. 33859. -0.000695 0.000 1.562E+12 0.000 0.000 0.000 97.860 0.0508 5666372. 33859. -0.000685 0.000 1.562E+12 0.000 0.000 0.000 100.656 0.0489 5762208. 33859. -0.000675 0.000 1.562E+12 0.000 0.000 0.000 103.452 0.0470 5858026. 33853. -0.000664 0.000 1.562E+12 -4.0978 243.5875 0.000 106.248 0.0452 5953795. 33831. -0.000654 0.000 1.562E+12 -11.5190 712.6445 0.000 109.044 0.0434 6049455. 33790. -0.000643 0.000 1.562E+12 -18.3346 1181.7014 0.000 111.840 0.0416 6144953. 33730. -0.000632 0.000 1.562E+12 -24.5600 1650.7584 0.000 114.636 0.0398 6240241. 33653. -0.000621 0.000 1.561E+12 -30.2107 2119.8154 0.000 117.432 0.0381 6335273. 33562. -0.000610 0.000 1.561E+12 -35.3027 2588.8723 0.000 120.228 0.0364 6430009. 33457. -0.000598 0.000 1.561E+12 -39.8523 3057.9293 0.000 123.024 0.0348 6524415. 33339. -0.000587 0.000 1.561E+12 -43.8759 3526.9862 0.000 125.820 0.0332 6618457. 33212. -0.000575 0.000 1.561E+12 -47.3905 3996.0432 0.000 128.616 0.0316 6712108. 33075. -0.000563 0.000 1.561E+12 -50.4132 4465.1002 0.000 131.412 0.0300 6805345. 32931. -0.000551 0.000 1.560E+12 -52.9617 4934.1571 0.000 134.208 0.0285 6898147. 32780. -0.000538 0.000 1.560E+12 -55.0537 5403.2141 0.000 137.004 0.0270 6990497. 32623. -0.000526 0.000 1.560E+12 -56.7074 5872.2710 0.000 139.800 0.0255 7082382. 32463. -0.000513 0.000 1.560E+12 -57.9412 6341.3280 0.000 142.596 0.0241 7173793. 32300. -0.000501 0.000 1.559E+12 -58.7740 6810.3850 0.000 145.392 0.0227 7264721. 32135. -0.000488 0.000 1.559E+12 -59.2246 7279.4419 0.000 148.188 0.0214 7355165. 31969. -0.000475 0.000 1.559E+12 -59.3127 7748.4989 0.000 150.984 0.0201 7445122. 31804. -0.000461 0.000 1.559E+12 -59.0577 8217.5558 0.000 153.780 0.0188 7534595. 31639. -0.000448 0.000 1.559E+12 -58.4798 8686.6128 0.000 156.576 0.0176 7623587. 31477. -0.000434 0.000 1.558E+12 -57.5991 9155.6698 0.000 159.372 0.0164 7712106. 31318. -0.000420 0.000 1.558E+12 -56.4363 9624.7267 0.000 162.168 0.0152 7800159. 31162. -0.000407 0.000 1.558E+12 -55.0123 10094. 0.000 164.964 0.0141 7887759. 31010. -0.000392 0.000 1.558E+12 -53.3481 10563. 0.000 167.760 0.0130 7974917. 30864. -0.000378 0.000 1.557E+12 -51.4652 11032. 0.000 170.556 0.0120 8061648. 30723. -0.000364 0.000 1.557E+12 -49.3854 11501. 0.000 173.352 0.0110 8147969. 30588. -0.000349 0.000 1.557E+12 -47.1308 11970. 0.000 176.148 0.0101 8233896. 30460. -0.000335 0.000 1.557E+12 -44.7236 12439. 0.000 178.944 0.009138 8319447. 30338. -0.000320 0.000 1.556E+12 -42.1865 12908. 0.000 181.740 0.008265 8404644. 30224. -0.000305 0.000 1.556E+12 -39.5424 13377. 0.000 184.536 0.007434 8489505. 30117. -0.000290 0.000 1.556E+12 -36.8144 13846. 0.000 187.332 0.006646 8574052. 30018. -0.000274 0.000 1.556E+12 -34.0261 14315. 0.000 190.128 0.005901 8658307. 29927. -0.000259 0.000 1.555E+12 -31.2011 14784. 0.000 192.924 0.005199 8742291. 29844. -0.000243 0.000 1.555E+12 -28.3635 15253. 0.000 195.720 0.004541 8826027. 10757. -0.000227 0.000 1.555E+12 -13624. 8388000. 0.000 198.516 0.003928 8803224. -24765. -0.000211 0.000 1.555E+12 -11785. 8388000. 0.000 201.312 0.003359 8688267. -55328. -0.000196 0.000 1.555E+12 -10078. 8388000. 0.000 204.108 0.002834 8494501. -81302. -0.000180 0.000 1.556E+12 -8501.5154 8388000. 0.000 206.904 0.002351 8234247. -103048. -0.000165 0.000 1.557E+12 -7053.5106 8388000. 0.000 209.700 0.001910 7918826. -120918. -0.000151 0.000 1.558E+12 -5729.5622 8388000. 0.000 212.496 0.001508 7558589. -135254. -0.000137 0.000 1.559E+12 -4524.8430 8388000. 0.000 215.292 0.001145 7162955. -146380. -0.000124 0.000 1.560E+12 -3433.8613 8388000. 0.000 218.088 0.000817 6740455. -154607. -0.000111 0.000 1.561E+12 -2450.5993 8388000. 0.000 220.884 0.000523 6298776. -160226. -9.951E-05 0.000 1.561E+12 -1568.6379 8388000. 0.000 223.680 0.000260 5844814. -163511. -8.863E-05 0.000 1.562E+12 -781.2966 8388000. 0.000 226.476 2.724E-05 5384727. -164717. -7.859E-05 0.000 1.562E+12 -81.7099 8388000. 0.000

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 229.272 -0.000179 4923985. -164081. -6.936E-05 0.000 1.563E+12 537.0492 8388000. 0.000 232.068 -0.000361 4467425. -161817. -6.096E-05 0.000 1.563E+12 1081.9176 8388000. 0.000 234.864 -0.000520 4019311. -158124. -5.337E-05 0.000 1.563E+12 1559.7525 8388000. 0.000 237.660 -0.000659 3583377. -153180. -4.657E-05 0.000 1.563E+12 1977.2828 8388000. 0.000 240.456 -0.000780 3162890. -147143. -4.054E-05 0.000 1.563E+12 2341.0518 8388000. 0.000 243.252 -0.000886 2760695. -140155. -3.524E-05 0.000 1.563E+12 2657.3698 8388000. 0.000 246.048 -0.000977 2379265. -132340. -3.065E-05 0.000 1.563E+12 2932.2720 8388000. 0.000 248.844 -0.001057 2020752. -123807. -2.671E-05 0.000 1.563E+12 3171.4815 8388000. 0.000 251.640 -0.001127 1687026. -114648. -2.340E-05 0.000 1.563E+12 3380.3774 8388000. 0.000 254.436 -0.001188 1379721. -104940. -2.065E-05 0.000 1.563E+12 3563.9663 8388000. 0.000 257.232 -0.001242 1100273. -94747. -1.844E-05 0.000 1.563E+12 3726.8583 8388000. 0.000 260.028 -0.001291 849958. -84122. -1.669E-05 0.000 1.563E+12 3873.2456 8388000. 0.000 262.824 -0.001336 629919. -73106. -1.537E-05 0.000 1.563E+12 4006.8832 8388000. 0.000 265.620 -0.001377 441203. -61729. -1.441E-05 0.000 1.563E+12 4131.0718 8388000. 0.000 268.416 -0.001416 284780. -50014. -1.376E-05 0.000 1.563E+12 4248.6421 8388000. 0.000 271.212 -0.001454 161571. -37977. -1.336E-05 0.000 1.563E+12 4361.9406 8388000. 0.000 274.008 -0.001491 72461. -25626. -1.315E-05 0.000 1.563E+12 4472.8155 8388000. 0.000 276.804 -0.001528 18318. -12966. -1.307E-05 0.000 1.563E+12 4582.6035 8388000. 0.000 279.600 -0.001564 0.000 0.000 -1.306E-05 0.000 1.563E+12 4692.1167 4194000. 0.000








Page 17

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 8.388 0.3771 9812502. 35470. -0.002905 0.000 1.525E+12 0.000 0.000 0.000 11.184 0.3690 9919216. 35470. -0.002887 0.000 1.524E+12 0.000 0.000 0.000 13.980 0.3610 10025882. 35470. -0.002869 0.000 1.524E+12 0.000 0.000 0.000 16.776 0.3530 10132501. 35470. -0.002850 0.000 1.524E+12 0.000 0.000 0.000 19.572 0.3450 10239071. 35470. -0.002832 0.000 1.524E+12 0.000 0.000 0.000 22.368 0.3371 10345592. 35470. -0.002813 0.000 1.523E+12 0.000 0.000 0.000 25.164 0.3293 10452064. 35470. -0.002794 0.000 1.523E+12 0.000 0.000 0.000 27.960 0.3215 10558486. 35470. -0.002774 0.000 1.523E+12 0.000 0.000 0.000 30.756 0.3138 10664857. 35470. -0.002755 0.000 1.523E+12 0.000 0.000 0.000 33.552 0.3061 10771177. 35470. -0.002735 0.000 1.522E+12 0.000 0.000 0.000 36.348 0.2985 10877446. 35470. -0.002715 0.000 1.522E+12 0.000 0.000 0.000 39.144 0.2909 10983663. 35470. -0.002695 0.000 1.522E+12 0.000 0.000 0.000 41.940 0.2834 11089827. 35470. -0.002675 0.000 1.522E+12 0.000 0.000 0.000 44.736 0.2760 11195938. 35470. -0.002654 0.000 1.521E+12 0.000 0.000 0.000 47.532 0.2686 11301996. 35470. -0.002634 0.000 1.521E+12 0.000 0.000 0.000 50.328 0.2612 11408000. 35470. -0.002613 0.000 1.521E+12 0.000 0.000 0.000 53.124 0.2539 11513949. 35470. -0.002592 0.000 1.520E+12 0.000 0.000 0.000 55.920 0.2467 11619843. 35470. -0.002570 0.000 1.520E+12 0.000 0.000 0.000 58.716 0.2396 11725681. 35470. -0.002549 0.000 1.520E+12 0.000 0.000 0.000 61.512 0.2325 11831463. 35470. -0.002527 0.000 1.519E+12 0.000 0.000 0.000 64.308 0.2254 11937188. 35470. -0.002505 0.000 1.519E+12 0.000 0.000 0.000 67.104 0.2185 12042856. 35470. -0.002483 0.000 1.519E+12 0.000 0.000 0.000 69.900 0.2116 12148467. 35470. -0.002461 0.000 1.519E+12 0.000 0.000 0.000 72.696 0.2047 12254019. 35470. -0.002439 0.000 1.518E+12 0.000 0.000 0.000 75.492 0.1979 12359513. 35470. -0.002415 0.000 1.430E+12 0.000 0.000 0.000 78.288 0.1912 12464943. 35470. -0.002388 0.000 1.123E+12 0.000 0.000 0.000 81.084 0.1846 12570293. 35470. -0.002356 0.000 1.101E+12 0.000 0.000 0.000 83.880 0.1780 12675560. 35470. -0.002324 0.000 1.091E+12 0.000 0.000 0.000 86.676 0.1716 12780742. 35470. -0.002291 0.000 1.081E+12 0.000 0.000 0.000 89.472 0.1652 12885838. 35470. -0.002258 0.000 1.072E+12 0.000 0.000 0.000 92.268 0.1589 12990847. 35470. -0.002224 0.000 1.062E+12 0.000 0.000 0.000 95.064 0.1528 13095766. 35470. -0.002190 0.000 1.053E+12 0.000 0.000 0.000 97.860 0.1467 13200595. 35470. -0.002154 0.000 1.044E+12 0.000 0.000 0.000 100.656 0.1407 13305332. 35470. -0.002119 0.000 1.035E+12 0.000 0.000 0.000 103.452 0.1349 13409976. 35454. -0.002083 0.000 1.026E+12 -11.0952 230.0489 0.000 106.248 0.1291 13514437. 35393. -0.002046 0.000 1.017E+12 -32.6979 708.2754 0.000 109.044 0.1234 13618546. 35275. -0.002008 0.000 1.008E+12 -52.1584 1181.7014 0.000 111.840 0.1178 13722149. 35104. -0.001970 0.000 9.991E+11 -69.5779 1650.7584 0.000 114.636 0.1124 13825108. 34888. -0.001931 0.000 9.904E+11 -85.2125 2119.8154 0.000 117.432 0.1070 13927300. 34630. -0.001892 0.000 9.819E+11 -99.1180 2588.8723 0.000 120.228 0.1018 14028613. 34336. -0.001852 0.000 9.737E+11 -111.3511 3057.9293 0.000 123.024 0.0967 14128951. 34010. -0.001812 0.000 9.654E+11 -121.9700 3526.9862 0.000 125.820 0.0917 14228228. 33656. -0.001770 0.000 9.575E+11 -131.0337 3996.0432 0.000 128.616 0.0868 14326374. 33279. -0.001728 0.000 9.497E+11 -138.6028 4465.1002 0.000 131.412 0.0820 14423326. 32883. -0.001686 0.000 9.420E+11 -144.7387 4934.1571 0.000 134.208 0.0774 14519035. 32472. -0.001643 0.000 9.347E+11 -149.5042 5403.2141 0.000 137.004 0.0728 14613462. 32049. -0.001599 0.000 9.274E+11 -152.9633 5872.2710 0.000 139.800 0.0684 14706578. 31618. -0.001555 0.000 9.203E+11 -155.1810 6341.3280 0.000 142.596 0.0641 14798365. 31183. -0.001510 0.000 9.135E+11 -156.2235 6810.3850 0.000 145.392 0.0600 14888813. 30746. -0.001464 0.000 9.067E+11 -156.1582 7279.4419 0.000 148.188 0.0560 14977921. 30311. -0.001418 0.000 9.001E+11 -155.0537 7748.4989 0.000 150.984 0.0521 15065695. 29880. -0.001371 0.000 8.938E+11 -152.9795 8217.5558 0.000 153.780 0.0483 15152151. 29457. -0.001324 0.000 8.875E+11 -150.0064 8686.6128 0.000 156.576 0.0446 15237310. 29043. -0.001276 0.000 8.814E+11 -146.2062 9155.6698 0.000 159.372 0.0412 15321200. 28640. -0.001227 0.000 8.755E+11 -141.6519 9624.7267 0.000 162.168 0.0378 15403855. 28252. -0.001178 0.000 8.697E+11 -136.4175 10094. 0.000

Page 18

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 164.964 0.0346 15485315. 27878. -0.001128 0.000 8.641E+11 -130.5781 10563. 0.000 167.760 0.0315 15565623. 27522. -0.001078 0.000 8.587E+11 -124.2099 11032. 0.000 170.556 0.0285 15644829. 27184. -0.001027 0.000 8.533E+11 -117.3899 11501. 0.000 173.352 0.0257 15722983. 26866. -0.000975 0.000 8.481E+11 -110.1964 11970. 0.000 176.148 0.0231 15800141. 26569. -0.000923 0.000 8.431E+11 -102.7087 12439. 0.000 178.944 0.0206 15876360. 26292. -0.000870 0.000 8.381E+11 -95.0070 12908. 0.000 181.740 0.0182 15951698. 26037. -0.000817 0.000 8.332E+11 -87.1726 13377. 0.000 184.536 0.0160 16026215. 25805. -0.000763 0.000 8.284E+11 -79.2880 13846. 0.000 187.332 0.0140 16099972. 25594. -0.000709 0.000 8.237E+11 -71.4364 14315. 0.000 190.128 0.0120 16173028. 25405. -0.000654 0.000 8.192E+11 -63.7022 14784. 0.000 192.924 0.0103 16245442. 25238. -0.000598 0.000 8.148E+11 -56.1707 15253. 0.000 195.720 0.008701 16317272. -11333. -0.000542 0.000 8.104E+11 -26103. 8388000. 0.000 198.516 0.007263 16184889. -78289. -0.000487 0.000 8.185E+11 -21790. 8388000. 0.000 201.312 0.005980 15882015. -133832. -0.000432 0.000 8.377E+11 -17941. 8388000. 0.000 204.108 0.004845 15438750. -179235. -0.000381 0.000 8.673E+11 -14536. 8388000. 0.000 206.904 0.003850 14881719. -215701. -0.000333 0.000 9.072E+11 -11549. 8388000. 0.000 209.700 0.002982 14234286. -244352. -0.000289 0.000 9.570E+11 -8946.0313 8388000. 0.000 212.496 0.002231 13516807. -266215. -0.000250 0.000 1.016E+12 -6692.2586 8388000. 0.000 215.292 0.001583 12746915. -282212. -0.000215 0.000 1.084E+12 -4750.3692 8388000. 0.000 218.088 0.001028 11939800. -293164. -0.000188 0.000 1.519E+12 -3084.1434 8388000. 0.000 220.884 0.000534 11108518. -299716. -0.000166 0.000 1.522E+12 -1602.2434 8388000. 0.000 223.680 9.719E-05 10264656. -302363. -0.000147 0.000 1.524E+12 -291.5710 8388000. 0.000 226.476 -0.000287 9418466. -301567. -0.000129 0.000 1.525E+12 861.0969 8388000. 0.000 229.272 -0.000623 8578963. -297751. -0.000112 0.000 1.527E+12 1868.9502 8388000. 0.000 232.068 -0.000915 7754030. -291300. -9.735E-05 0.000 1.528E+12 2745.0122 8388000. 0.000 234.864 -0.001167 6950519. -282567. -8.389E-05 0.000 1.528E+12 3502.0216 8388000. 0.000 237.660 -0.001384 6174353. -271866. -7.188E-05 0.000 1.528E+12 4152.3497 8388000. 0.000 240.456 -0.001569 5430619. -259479. -6.127E-05 0.000 1.529E+12 4707.9281 8388000. 0.000 243.252 -0.001727 4723663. -245656. -5.198E-05 0.000 1.529E+12 5180.1808 8388000. 0.000 246.048 -0.001860 4057182. -230613. -4.395E-05 0.000 1.529E+12 5579.9629 8388000. 0.000 248.844 -0.001973 3434304. -214540. -3.710E-05 0.000 1.529E+12 5917.5045 8388000. 0.000 251.640 -0.002067 2857670. -197596. -3.135E-05 0.000 1.529E+12 6202.3646 8388000. 0.000 254.436 -0.002148 2329510. -179917. -2.660E-05 0.000 1.529E+12 6443.3912 8388000. 0.000 257.232 -0.002216 1851710. -161615. -2.278E-05 0.000 1.529E+12 6648.6870 8388000. 0.000 260.028 -0.002275 1425879. -142778. -1.979E-05 0.000 1.529E+12 6825.5816 8388000. 0.000 262.824 -0.002327 1053401. -123477. -1.752E-05 0.000 1.529E+12 6980.6067 8388000. 0.000 265.620 -0.002373 735490. -103765. -1.588E-05 0.000 1.529E+12 7119.4756 8388000. 0.000 268.416 -0.002416 473232. -83680. -1.478E-05 0.000 1.529E+12 7247.0643 8388000. 0.000 271.212 -0.002456 267627. -63249. -1.410E-05 0.000 1.529E+12 7367.3950 8388000. 0.000 274.008 -0.002495 119616. -42487. -1.375E-05 0.000 1.529E+12 7483.6210 8388000. 0.000 276.804 -0.002533 30109. -21403. -1.361E-05 0.000 1.529E+12 7598.0126 8388000. 0.000 279.600 -0.002571 0.000 0.000 -1.358E-05 0.000 1.529E+12 7711.9423 4194000. 0.000




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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6oNumber of iterations = 36Number of zero deflection points = 1





Page 20

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 100.656 0.3492 19281787. 42692. -0.005626 0.000 4.856E+11 0.000 0.000 0.000 103.452 0.3337 19410897. 42672. -0.005514 0.000 4.833E+11 -14.0314 117.5832 0.000 106.248 0.3184 19539701. 42595. -0.005401 0.000 4.810E+11 -41.4073 363.6249 0.000 109.044 0.3034 19667982. 42440. -0.005287 0.000 4.787E+11 -69.0991 636.6845 0.000 111.840 0.2888 19795523. 42208. -0.005171 0.000 4.765E+11 -96.9243 938.2783 0.000 114.636 0.2745 19922102. 41898. -0.005054 0.000 4.744E+11 -124.7023 1270.0478 0.000 117.432 0.2606 20047501. 41511. -0.004936 0.000 4.723E+11 -152.2534 1633.7726 0.000 120.228 0.2469 20171502. 41048. -0.004817 0.000 4.703E+11 -179.4003 2031.3853 0.000 123.024 0.2336 20293891. 40509. -0.004697 0.000 4.683E+11 -205.9674 2464.9886 0.000 125.820 0.2207 20414458. 39897. -0.004575 0.000 4.664E+11 -231.7816 2936.8742 0.000 128.616 0.2080 20532999. 39214. -0.004452 0.000 4.646E+11 -256.6724 3449.5455 0.000 131.412 0.1958 20649317. 38462. -0.004328 0.000 4.628E+11 -281.5520 4021.1607 0.000 134.208 0.1838 20763216. 37641. -0.004202 0.000 4.611E+11 -305.6674 4648.7695 0.000 137.004 0.1723 20874505. 36754. -0.004076 0.000 4.594E+11 -328.7351 5335.4845 0.000 139.800 0.1611 20983002. 35804. -0.003948 0.000 4.578E+11 -350.6241 6087.1532 0.000 142.596 0.1502 21088533. 34802. -0.003820 0.000 4.563E+11 -365.8300 6810.3850 0.000 145.392 0.1397 21190979. 33783. -0.003690 0.000 4.548E+11 -363.6921 7279.4419 0.000 148.188 0.1296 21290354. 32772. -0.003559 0.000 4.534E+11 -359.0410 7748.4989 0.000 150.984 0.1198 21386692. 31778. -0.003427 0.000 4.521E+11 -352.0683 8217.5558 0.000 153.780 0.1104 21480046. 30806. -0.003295 0.000 4.508E+11 -342.9673 8686.6128 0.000 156.576 0.1014 21570487. 29863. -0.003161 0.000 4.496E+11 -331.9330 9155.6698 0.000 159.372 0.0927 21658097. 28953. -0.003026 0.000 4.484E+11 -319.1618 9624.7267 0.000 162.168 0.0844 21742977. 28080. -0.002891 0.000 4.472E+11 -304.8515 10094. 0.000 164.964 0.0766 21825235. 27250. -0.002754 0.000 4.461E+11 -289.2014 10563. 0.000 167.760 0.0690 21904993. 26465. -0.002617 0.000 4.451E+11 -272.4122 11032. 0.000 170.556 0.0619 21982381. 25728. -0.002479 0.000 4.441E+11 -254.6857 11501. 0.000 173.352 0.0552 22057536. 25041. -0.002340 0.000 4.431E+11 -236.2253 11970. 0.000 176.148 0.0488 22130601. 24408. -0.002201 0.000 4.422E+11 -217.2352 12439. 0.000 178.944 0.0429 22201723. 23827. -0.002061 0.000 4.413E+11 -197.9212 12908. 0.000 181.740 0.0373 22271051. 23301. -0.001920 0.000 4.404E+11 -178.4899 13377. 0.000 184.536 0.0321 22338736. 22829. -0.001778 0.000 4.396E+11 -159.1494 13846. 0.000 187.332 0.0274 22404929. 22411. -0.001635 0.000 4.387E+11 -140.1084 14315. 0.000 190.128 0.0230 22469777. 22045. -0.001492 0.000 4.379E+11 -121.5773 14784. 0.000 192.924 0.0190 22533424. 21730. -0.001348 0.000 4.372E+11 -103.7672 15253. 0.000 195.720 0.0155 22596007. -43222. -0.001204 0.000 4.364E+11 -46356. 8388000. 0.000 198.516 0.0123 22295941. -159564. -0.001061 0.000 4.401E+11 -36864. 8388000. 0.000 201.312 0.009520 21707434. -251028. -0.000922 0.000 4.477E+11 -28561. 8388000. 0.000 204.108 0.007131 20895415. -320865. -0.000791 0.000 4.591E+11 -21394. 8388000. 0.000 206.904 0.005098 19915924. -372155. -0.000668 0.000 4.745E+11 -15295. 8388000. 0.000 209.700 0.003393 18816661. -407768. -0.000557 0.000 4.944E+11 -10180. 8388000. 0.000 212.496 0.001986 17637630. -430328. -0.000456 0.000 5.197E+11 -5957.3259 8388000. 0.000 215.292 0.000844 16411862. -442194. -0.000367 0.000 5.518E+11 -2530.9679 8388000. 0.000 218.088 -6.594E-05 15166162. -445456. -0.000290 0.000 5.926E+11 197.8159 8388000. 0.000 220.884 -0.000775 13921884. -441927. -0.000224 0.000 6.448E+11 2326.4062 8388000. 0.000 223.680 -0.001316 12695687. -433155. -0.000168 0.000 7.119E+11 3948.6483 8388000. 0.000 226.476 -0.001718 11500271. -420431. -0.000123 0.000 7.978E+11 5152.6393 8388000. 0.000 229.272 -0.002006 10345067. -404814. -9.390E-05 0.000 1.549E+12 6018.5757 8388000. 0.000 232.068 -0.002243 9236880. -386994. -7.624E-05 0.000 1.553E+12 6727.8408 8388000. 0.000 234.864 -0.002433 8181261. -367387. -6.057E-05 0.000 1.556E+12 7297.5756 8388000. 0.000 237.660 -0.002581 7182665. -346359. -4.678E-05 0.000 1.558E+12 7743.9883 8388000. 0.000 240.456 -0.002694 6244586. -324234. -3.474E-05 0.000 1.560E+12 8082.3089 8388000. 0.000 243.252 -0.002776 5369672. -301294. -2.433E-05 0.000 1.561E+12 8326.7611 8388000. 0.000 246.048 -0.002830 4559837. -277783. -1.544E-05 0.000 1.562E+12 8490.5505 8388000. 0.000 248.844 -0.002862 3816363. -253910. -7.947E-06 0.000 1.562E+12 8585.8641 8388000. 0.000 251.640 -0.002875 3139998. -229851. -1.721E-06 0.000 1.562E+12 8623.8735 8388000. 0.000 254.436 -0.002872 2531042. -205752. 3.354E-06 0.000 1.562E+12 8614.7373 8388000. 0.000

Page 21

Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 257.232 -0.002856 1989424. -181731. 7.400E-06 0.000 1.562E+12 8567.6004 8388000. 0.000 260.028 -0.002830 1514778. -157883. 1.054E-05 0.000 1.562E+12 8490.5958 8388000. 0.000 262.824 -0.002797 1106504. -134283. 1.288E-05 0.000 1.562E+12 8390.8498 8388000. 0.000 265.620 -0.002758 763823. -110985. 1.456E-05 0.000 1.562E+12 8274.4923 8388000. 0.000 268.416 -0.002716 485826. -88028. 1.567E-05 0.000 1.562E+12 8146.6678 8388000. 0.000 271.212 -0.002671 271515. -65439. 1.635E-05 0.000 1.562E+12 8011.5498 8388000. 0.000 274.008 -0.002624 119835. -43233. 1.670E-05 0.000 1.562E+12 7872.3557 8388000. 0.000 276.804 -0.002577 29697. -21419. 1.684E-05 0.000 1.562E+12 7731.3626 8388000. 0.000 279.600 -0.002530 0.000 0.000 1.686E-05 0.000 1.562E+12 7589.9237 4194000. 0.000








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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 36.348 0.6920 16691461. 41304. -0.006830 0.000 6.825E+11 0.000 0.000 0.000 39.144 0.6730 16822366. 41304. -0.006761 0.000 6.766E+11 0.000 0.000 0.000 41.940 0.6542 16953113. 41304. -0.006691 0.000 6.708E+11 0.000 0.000 0.000 44.736 0.6356 17083700. 41304. -0.006619 0.000 6.652E+11 0.000 0.000 0.000 47.532 0.6172 17214123. 41304. -0.006547 0.000 6.596E+11 0.000 0.000 0.000 50.328 0.5990 17344381. 41304. -0.006473 0.000 6.542E+11 0.000 0.000 0.000 53.124 0.5810 17474471. 41304. -0.006399 0.000 6.490E+11 0.000 0.000 0.000 55.920 0.5632 17604391. 41304. -0.006323 0.000 6.438E+11 0.000 0.000 0.000 58.716 0.5456 17734136. 41304. -0.006246 0.000 6.387E+11 0.000 0.000 0.000 61.512 0.5282 17863706. 41304. -0.006168 0.000 6.338E+11 0.000 0.000 0.000 64.308 0.5111 17993096. 41304. -0.006088 0.000 6.290E+11 0.000 0.000 0.000 67.104 0.4942 18122306. 41304. -0.006008 0.000 6.243E+11 0.000 0.000 0.000 69.900 0.4775 18251331. 41304. -0.005926 0.000 6.198E+11 0.000 0.000 0.000 72.696 0.4611 18380169. 41304. -0.005843 0.000 6.152E+11 0.000 0.000 0.000 75.492 0.4448 18508818. 41304. -0.005759 0.000 6.108E+11 0.000 0.000 0.000 78.288 0.4289 18637274. 41304. -0.005674 0.000 6.065E+11 0.000 0.000 0.000 81.084 0.4131 18765536. 41304. -0.005587 0.000 6.023E+11 0.000 0.000 0.000 83.880 0.3976 18893600. 41304. -0.005499 0.000 5.982E+11 0.000 0.000 0.000 86.676 0.3824 19021463. 41304. -0.005410 0.000 5.942E+11 0.000 0.000 0.000 89.472 0.3674 19149124. 41304. -0.005320 0.000 5.902E+11 0.000 0.000 0.000 92.268 0.3526 19276578. 41304. -0.005229 0.000 5.863E+11 0.000 0.000 0.000 95.064 0.3381 19403824. 41304. -0.005136 0.000 5.825E+11 0.000 0.000 0.000 97.860 0.3239 19530859. 41304. -0.005043 0.000 5.788E+11 0.000 0.000 0.000 100.656 0.3099 19657680. 41304. -0.004948 0.000 5.752E+11 0.000 0.000 0.000 103.452 0.2962 19784283. 41285. -0.004852 0.000 5.717E+11 -13.6053 128.4202 0.000 106.248 0.2828 19910561. 41210. -0.004754 0.000 5.682E+11 -40.1428 396.9029 0.000 109.044 0.2696 20036303. 41060. -0.004656 0.000 5.648E+11 -66.9769 694.5296 0.000 111.840 0.2568 20161296. 40835. -0.004556 0.000 5.615E+11 -93.9304 1022.8854 0.000 114.636 0.2442 20285327. 40535. -0.004455 0.000 5.582E+11 -120.8276 1383.6834 0.000 117.432 0.2318 20408183. 40160. -0.004353 0.000 5.551E+11 -147.4946 1778.7773 0.000 120.228 0.2198 20529653. 39711. -0.004249 0.000 5.520E+11 -173.7592 2210.1763 0.000 123.024 0.2081 20649528. 39189. -0.004145 0.000 5.491E+11 -199.4516 2680.0615 0.000 125.820 0.1966 20767606. 38596. -0.004039 0.000 5.462E+11 -224.4042 3190.8053 0.000 128.616 0.1855 20883688. 37935. -0.003932 0.000 5.434E+11 -248.4525 3744.9928 0.000 131.412 0.1746 20997584. 37207. -0.003824 0.000 5.407E+11 -272.5377 4363.1023 0.000 134.208 0.1641 21109102. 36412. -0.003715 0.000 5.382E+11 -295.8952 5041.2853 0.000 137.004 0.1539 21218059. 35554. -0.003605 0.000 5.357E+11 -318.2427 5782.6269 0.000 139.800 0.1440 21324277. 34652. -0.003493 0.000 5.333E+11 -326.4826 6341.3280 0.000 142.596 0.1343 21427689. 33739. -0.003381 0.000 5.310E+11 -327.2207 6810.3850 0.000 145.392 0.1250 21528286. 32826. -0.003268 0.000 5.288E+11 -325.5553 7279.4419 0.000 148.188 0.1161 21626081. 31921. -0.003153 0.000 5.266E+11 -321.6531 7748.4989 0.000 150.984 0.1074 21721100. 31030. -0.003038 0.000 5.246E+11 -315.6822 8217.5558 0.000 153.780 0.0991 21813388. 30159. -0.002922 0.000 5.227E+11 -307.8124 8686.6128 0.000 156.576 0.0911 21903006. 29311. -0.002805 0.000 5.208E+11 -298.2152 9155.6698 0.000 159.372 0.0834 21990025. 28493. -0.002687 0.000 5.190E+11 -287.0633 9624.7267 0.000 162.168 0.0760 22074532. 27708. -0.002568 0.000 5.173E+11 -274.5310 10094. 0.000 164.964 0.0690 22156621. 26960. -0.002448 0.000 5.157E+11 -260.7941 10563. 0.000 167.760 0.0624 22236399. 26251. -0.002328 0.000 5.141E+11 -246.0294 11032. 0.000 170.556 0.0560 22313980. 25585. -0.002206 0.000 5.125E+11 -230.4154 11501. 0.000 173.352 0.0500 22389483. 24964. -0.002084 0.000 5.110E+11 -214.1317 11970. 0.000 176.148 0.0444 22463034. 24388. -0.001961 0.000 5.096E+11 -197.3590 12439. 0.000 178.944 0.0390 22534762. 23860. -0.001838 0.000 5.082E+11 -180.2793 12908. 0.000 181.740 0.0341 22604800. 23380. -0.001713 0.000 5.069E+11 -163.0758 13377. 0.000 184.536 0.0295 22673280. 22948. -0.001588 0.000 5.056E+11 -145.9329 13846. 0.000 187.332 0.0252 22740335. 22564. -0.001463 0.000 5.043E+11 -129.0361 14315. 0.000 190.128 0.0213 22806095. 22226. -0.001336 0.000 5.031E+11 -112.5718 14784. 0.000

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o 192.924 0.0177 22870687. 21934. -0.001209 0.000 5.019E+11 -96.7278 15253. 0.000 195.720 0.0145 22934234. -39131. -0.001081 0.000 5.008E+11 -43583. 8388000. 0.000 198.516 0.0117 22656772. -149060. -0.000955 0.000 5.059E+11 -35049. 8388000. 0.000 201.312 0.009189 22105023. -236596. -0.000832 0.000 5.167E+11 -27566. 8388000. 0.000 204.108 0.007028 21337506. -304610. -0.000717 0.000 5.330E+11 -21085. 8388000. 0.000 206.904 0.005181 20404897. -355817. -0.000609 0.000 5.552E+11 -15544. 8388000. 0.000 209.700 0.003621 19350539. -392736. -0.000512 0.000 5.841E+11 -10864. 8388000. 0.000 212.496 0.002321 18211037. -417658. -0.000424 0.000 6.212E+11 -6961.9780 8388000. 0.000 215.292 0.001249 17016923. -432629. -0.000348 0.000 6.680E+11 -3747.0382 8388000. 0.000 218.088 0.000377 15793354. -439446. -0.000282 0.000 7.271E+11 -1129.5173 8388000. 0.000 220.884 -0.000326 14560817. -439657. -0.000226 0.000 8.009E+11 978.6076 8388000. 0.000 223.680 -0.000887 13335815. -434570. -0.000180 0.000 8.911E+11 2660.3304 8388000. 0.000 226.476 -0.001330 12131516. -425271. -0.000142 0.000 9.973E+11 3991.0760 8388000. 0.000 229.272 -0.001679 10958340. -412651. -0.000115 0.000 1.532E+12 5036.5351 8388000. 0.000 232.068 -0.001971 9824493. -397342. -9.570E-05 0.000 1.536E+12 5914.2649 8388000. 0.000 234.864 -0.002214 8736840. -379788. -7.881E-05 0.000 1.538E+12 6641.9434 8388000. 0.000 237.660 -0.002412 7701076. -360386. -6.388E-05 0.000 1.540E+12 7236.4068 8388000. 0.000 240.456 -0.002571 6721851. -339486. -5.079E-05 0.000 1.541E+12 7713.5861 8388000. 0.000 243.252 -0.002696 5802901. -317395. -3.943E-05 0.000 1.541E+12 8088.4630 8388000. 0.000 246.048 -0.002792 4947159. -294379. -2.968E-05 0.000 1.542E+12 8375.0501 8388000. 0.000 248.844 -0.002862 4156870. -270667. -2.142E-05 0.000 1.542E+12 8586.3772 8388000. 0.000 251.640 -0.002911 3433688. -246452. -1.454E-05 0.000 1.542E+12 8734.4728 8388000. 0.000 254.436 -0.002943 2778776. -221896. -8.910E-06 0.000 1.542E+12 8830.3416 8388000. 0.000 257.232 -0.002961 2192884. -197132. -4.403E-06 0.000 1.542E+12 8883.9474 8388000. 0.000 260.028 -0.002968 1676434. -172264. -8.950E-07 0.000 1.542E+12 8904.2025 8388000. 0.000 262.824 -0.002966 1229587. -147375. 1.739E-06 0.000 1.542E+12 8898.9622 8388000. 0.000 265.620 -0.002958 852304. -122527. 3.627E-06 0.000 1.542E+12 8875.0225 8388000. 0.000 268.416 -0.002946 544398. -97764. 4.893E-06 0.000 1.542E+12 8838.1214 8388000. 0.000 271.212 -0.002931 305584. -73116. 5.663E-06 0.000 1.542E+12 8792.9413 8388000. 0.000 274.008 -0.002914 135508. -48601. 6.063E-06 0.000 1.542E+12 8743.1141 8388000. 0.000 276.804 -0.002897 33782. -24227. 6.217E-06 0.000 1.542E+12 8691.2261 8388000. 0.000 279.600 -0.002880 0.000 0.000 6.247E-06 0.000 1.542E+12 8638.8243 4194000. 0.000





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Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 33859. M = 2303245. 613800. 0.13175438 8826027. -164717. 0.00000000 2 1 V = 35470. M = 9492082. 931100. 0.40168666 16317272. -302363. 0.00000000 3 1 V = 42692. M = 14521828. 625600. 1.08892001 22596007. -445456. 0.00000000 4 1 V = 41304. M = 14976510. 811500. 0.95523427 22934234. -439657. 0.00000000



Top Rotation Shear React. Mom. React. K23 K33 rad lbs in-lbs lbs/rad in-lbs/rad ------------ -------------- -------------- -------------- -------------- 0.000008640 1482.639469263 230325. 171608721. 26659005339. 0.0000260 4463.189463528 693346. 171608721. 26659005339. 0.0000412 7073.988066274 1098927. 171608478. 26658967052. 0.0000520 8926.382007396 1386692. 171607180. 26658756628. 0.0000604 10363. 1609899. 171606134. 26658581695. 0.0000672 11537. 1792273. 171605374. 26658451819. 0.0000730 12530. 1946468. 171604807. 26658353192. 0.0000780 13390. 2080037. 171604233. 26658254828. 0.0000824 14148. 2197854. 171603606. 26658148835. 0.0000864 14826. 2303245. 171602985. 26658044148.

K22 = abs(Shear Reaction/Top y) K23 = abs(Shear Reaction/Top Rotation) K32 = abs(Moment Reaction/Top y)

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Route 609 Drilled Shafts Pier 2 Columns 1&3 Strength - 7ft Socket - 54 inch dia-New Load.lp6o K33 = abs(Moment Reaction/Top Rotation)


Page 26

Lateral D

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itDepth (ft)

-0.10

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Case 1

Case 2

Case 3

Case 4

Ben

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itDepth (ft)

02000

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Case 2

Case 3

Case 4

Sh

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itDepth (ft)

-500-450

-400-350

-300-250

-200-150

-100-50

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100

024681012141618202224

Case 1

Case 2

Case 3

Case 4

Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o================================================================================




================================================================================




Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6dName of output file: Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6oName of plot output file: Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6pName of runtime file: Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6r


Date: March 18, 2013 Time: 18:09:03

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for Drilled Pier 2 - Column #2 - Service

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o

-------------------------------------------------------------------------------- Program Options--------------------------------------------------------------------------------














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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 2 23.300000 54.0000000


Section No. 1:














Page 3




Layer Soil Type Depth Eff. Unit Friction qu kpy Num. (p-y Curve Criteria) ft Wt., pcf Ang., deg. psi pci ----- ------------------------ ---------- ---------- ------------- ------------ ----------- 1 Sand (Reese, et al.) 8.500 62.600 32.000 -- 60.000 16.300 62.600 32.000 -- 60.000 2 Vuggy Limestone 16.300 77.600 -- 3000.000 -- 25.000 77.600 -- 3000.000 --

-------------------------------------------------------------------------------- Loading Type--------------------------------------------------------------------------------








Page 4


Section No. 1:








Page 5

Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o Number Axial Thrust Force kips ------ ------------------ 1 812.800 2 819.300 3 836.900 4 852.600 5 921.300




Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 963.7791533 1542046645. 174.6633020 0.0001092 0.0000754 0.3869817 3.1608786 0.000001250 1927.4656418 1541972513. 100.8824949 0.0001261 0.0000586 0.4441507 3.6472029 0.000001875 2891.0043191 1541868970. 76.3114980 0.0001431 0.0000418 0.5008293 4.1347565 0.000002500 3854.3212417 1541728497. 64.0429568 0.0001601 0.0000251 0.5570130 4.6235394 0.000003125 4817.3424384 1541549580. 56.6954015 0.0001772 0.000008423 0.6126969 5.1135520 0.000003750 5779.9651067 1541324028. 51.8083083 0.0001943 -0.000008219 0.6678758 5.6047910 0.000004375 6741.1834857 1540841940. 48.3261850 0.0002114 -0.0000248 0.7225308 6.0971285 0.000005000 7699.1333458 1539826669. 45.7203049 0.0002286 -0.0000414 0.7766280 6.5902942 0.000005625 8652.5340530 1538228276. 43.6972882 0.0002458 -0.0000580 0.8301413 7.0840764 0.000006250 9600.6296151 1536100738. 42.0814962 0.0002630 -0.0000745 0.8830534 7.5783337 0.000006875 10543. 1533522849. 40.7613968 0.0002802 -0.0000910 0.9353524 8.0729723 0.000007500 11479. 1530568329. 39.6627593 0.0002975 -0.0001075 0.9870299 8.5679252 0.000008125 11479. 1412832304. 36.8808140 0.0002997 -0.0001391 0.9930943 8.6264231 C 0.000008750 11479. 1311915711. 35.7902749 0.0003132 -0.0001593 1.0329680 9.0132697 C 0.000009375 11479. 1224454663. 34.8176829 0.0003264 -0.0001798 1.0716837 9.3926513 C 0.0000100 11479. 1147926247. 33.9415278 0.0003394 -0.0002006 1.1092817 9.7647431 C 0.0000106 11479. 1080401173. 33.1507452 0.0003522 -0.0002215 1.1459664 10.1313796 C 0.0000113 11707. 1040585698. 32.4301962 0.0003648 -0.0002427 1.1817246 10.4922640 C 0.0000119 12007. 1011133787. 31.7717701 0.0003773 -0.0002640 1.2166731 10.8484221 C 0.0000125 12296. 983703632. 31.1668281 0.0003896 -0.0002854 1.2508492 11.2001002 C 0.0000131 12575. 958098277. 30.6084613 0.0004017 -0.0003070 1.2842923 11.5475768 C 0.0000138 12845. 934153729. 30.0911000 0.0004138 -0.0003287 1.3170436 11.8911636 C 0.0000144 13106. 911731528. 29.6102288 0.0004256 -0.0003506 1.3491464 12.2312078 C 0.0000150 13361. 890713173. 29.1621735 0.0004374 -0.0003726 1.3806464 12.5680955 C 0.0000156 13609. 870995882. 28.7439399 0.0004491 -0.0003946 1.4115915 12.9022541 C 0.0000163 13853. 852486104. 28.3530198 0.0004607 -0.0004168 1.4420291 13.2341231 C 0.0000169 14090. 834934008. 27.9834798 0.0004722 -0.0004390 1.4718370 13.5622841 C 0.0000175 14323. 818430611. 27.6370190 0.0004836 -0.0004614 1.5012064 13.8887622 C

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0000181 14552. 802872710. 27.3113402 0.0004950 -0.0004837 1.5301458 14.2136045 C 0.0000188 14776. 788077569. 27.0019164 0.0005063 -0.0005062 1.5585426 14.5354795 C 0.0000194 14999. 774159357. 26.7117949 0.0005175 -0.0005287 1.5866302 -15.1808539 C 0.0000200 15217. 760855685. 26.4343082 0.0005287 -0.0005513 1.6141669 -15.8315012 C 0.0000206 15434. 748321265. 26.1738548 0.0005398 -0.0005739 1.6414438 -16.4820193 C 0.0000213 15646. 736293855. 25.9233870 0.0005509 -0.0005966 1.6681721 -17.1358252 C 0.0000219 15858. 724932855. 25.6878049 0.0005619 -0.0006193 1.6946652 -17.7892674 C 0.0000225 16065. 714021764. 25.4609352 0.0005729 -0.0006421 1.7206560 -18.4455648 C 0.0000231 16272. 703650014. 25.2459032 0.0005838 -0.0006649 1.7463621 -19.1021474 C 0.0000238 16477. 693749335. 25.0408532 0.0005947 -0.0006878 1.7717328 -19.7596498 C 0.0000244 16678. 684231297. 24.8432696 0.0006056 -0.0007107 1.7966713 -20.4193075 C 0.0000256 17078. 666464957. 24.4758305 0.0006272 -0.0007566 1.8457116 -21.7395046 C 0.0000269 17471. 650092611. 24.1373336 0.0006487 -0.0008026 1.8934177 -23.0637843 C 0.0000281 17858. 634966676. 23.8247731 0.0006701 -0.0008487 1.9398621 -24.3914508 C 0.0000294 18242. 620998524. 23.5375428 0.0006914 -0.0008948 1.9852311 -25.7201994 C 0.0000306 18619. 607966289. 23.2687971 0.0007126 -0.0009411 2.0292904 -27.0533560 C 0.0000319 18994. 595874647. 23.0212675 0.0007338 -0.0009874 2.0723809 -28.3863845 C 0.0000331 19363. 584544596. 22.7889468 0.0007549 -0.0010339 2.1142636 -29.7227493 C 0.0000344 19730. 573949167. 22.5728124 0.0007759 -0.0010803 2.1551313 -31.0598213 C 0.0000356 20094. 564029962. 22.3719651 0.0007970 -0.0011267 2.1950419 -32.3967697 C 0.0000369 20453. 554649343. 22.1811087 0.0008179 -0.0011733 2.2337387 -33.7375955 C 0.0000381 20810. 545842424. 22.0039944 0.0008389 -0.0012198 2.2715669 -35.0770649 C 0.0000394 21166. 537537338. 21.8382933 0.0008599 -0.0012664 2.3084493 -36.4163424 C 0.0000406 21516. 529635965. 21.6797443 0.0008807 -0.0013130 2.3441611 -37.7592074 C 0.0000419 21866. 522168879. 21.5317953 0.0009016 -0.0013596 2.3790057 -39.1006947 C 0.0000431 22214. 515097920. 21.3935351 0.0009226 -0.0014062 2.4129770 -40.4407913 C 0.0000444 22558. 508357019. 21.2618456 0.0009435 -0.0014528 2.4459075 -41.7824561 C 0.0000456 22900. 501921756. 21.1363406 0.0009643 -0.0014994 2.4778154 -43.1254855 C 0.0000469 23240. 495796087. 21.0185758 0.0009852 -0.0015460 2.5088501 -44.4670921 C 0.0000481 23579. 489955528. 20.9079588 0.0010062 -0.0015926 2.5390054 -45.8072612 C 0.0000494 23916. 484378069. 20.8039572 0.0010272 -0.0016391 2.5682752 -47.1459774 C 0.0000506 24250. 479009689. 20.7031282 0.0010481 -0.0016857 2.5964512 -48.4875762 C 0.0000519 24582. 473863896. 20.6076777 0.0010690 -0.0017322 2.6237115 -49.8283935 C 0.0000531 24912. 468929959. 20.5176926 0.0010900 -0.0017787 2.6500835 -51.1677110 C 0.0000544 25240. 464192934. 20.4328069 0.0011110 -0.0018252 2.6755607 -52.5055113 C 0.0000556 25567. 459639210. 20.3526878 0.0011321 -0.0018716 2.7001365 -53.8417766 C 0.0000569 25893. 455256367. 20.2770319 0.0011533 -0.0019180 2.7238042 -55.1764891 C 0.0000581 26215. 451018193. 20.2039247 0.0011744 -0.0019644 2.7464552 -56.5123906 C 0.0000594 26536. 446921862. 20.1338764 0.0011954 -0.0020108 2.7681361 -57.8483252 C 0.0000606 26855. 442966846. 20.0676389 0.0012166 -0.0020571 2.7889027 -59.1826385 C 0.0000619 27172. 439144257. 20.0049928 0.0012378 -0.0021034 2.8087476 -60.0000000 CY 0.0000631 27488. 435445900. 19.9457365 0.0012591 -0.0021497 2.8276637 -60.0000000 CY 0.0000644 27801. 431864212. 19.8896842 0.0012804 -0.0021959 2.8456434 -60.0000000 CY 0.0000656 28113. 428392198. 19.8366646 0.0013018 -0.0022420 2.8626791 -60.0000000 CY 0.0000669 28423. 425023379. 19.7865197 0.0013232 -0.0022880 2.8787630 -60.0000000 CY 0.0000681 28732. 421751744. 19.7391032 0.0013447 -0.0023340 2.8938873 -60.0000000 CY 0.0000694 29038. 418567670. 19.6936335 0.0013662 -0.0023800 2.9080149 -60.0000000 CY 0.0000706 29342. 415463447. 19.6495225 0.0013877 -0.0024260 2.9211232 -60.0000000 CY 0.0000719 29644. 412441792. 19.6078396 0.0014093 -0.0024719 2.9332595 -60.0000000 CY 0.0000731 29945. 409498134. 19.5684735 0.0014309 -0.0025178 2.9444152 -60.0000000 CY 0.0000744 30243. 406628202. 19.5313209 0.0014526 -0.0025636 2.9545813 -60.0000000 CY 0.0000794 31417. 395809412. 19.4030173 0.0015401 -0.0027461 2.9851644 -60.0000000 CY 0.0000844 32508. 385285199. 19.2937160 0.0016279 -0.0029283 2.9990912 -60.0000000 CY 0.0000894 33321. 372827718. 19.1626382 0.0017127 -0.0031136 2.9986066 -60.0000000 CY 0.0000944 33934. 359563532. 19.0181461 0.0017948 -0.0033014 2.9996717 -60.0000000 CY 0.0000994 34523. 347403069. 18.8989124 0.0018781 -0.0034882 2.9993686 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0001044 34957. 334919853. 18.7714514 0.0019593 -0.0036770 2.9981428 -60.0000000 CY 0.0001094 35273. 322495670. 18.6411928 0.0020389 -0.0038674 2.9984067 -60.0000000 CY 0.0001144 35572. 311015721. 18.5231079 0.0021186 -0.0040577 2.9982049 60.0000000 CY 0.0001194 35860. 300398629. 18.4208174 0.0021990 -0.0042473 2.9975201 60.0000000 CY 0.0001244 36137. 290551346. 18.3327096 0.0022801 -0.0044361 2.9982285 60.0000000 CY 0.0001294 36404. 281379986. 18.2565537 0.0023619 -0.0046243 2.9999699 60.0000000 CY 0.0001344 36622. 272538307. 18.1806549 0.0024430 -0.0048132 2.9992973 60.0000000 CY 0.0001394 36764. 263780098. 18.0949735 0.0025220 -0.0050043 2.9969187 60.0000000 CY 0.0001444 36869. 255369333. 18.0043128 0.0025994 -0.0051969 2.9999146 60.0000000 CY 0.0001494 36969. 247488103. 17.9226997 0.0026772 -0.0053890 2.9976931 60.0000000 CY 0.0001544 37065. 240096068. 17.8489788 0.0027554 -0.0055808 2.9999861 60.0000000 CY 0.0001594 37157. 233141760. 17.7829532 0.0028342 -0.0057721 2.9974841 60.0000000 CY 0.0001644 37246. 226594307. 17.7230952 0.0029132 -0.0059630 2.9999388 60.0000000 CY 0.0001694 37332. 220412361. 17.6694206 0.0029928 -0.0061535 2.9961567 60.0000000 CY 0.0001744 37416. 214571170. 17.6207445 0.0030726 -0.0063436 2.9995294 60.0000000 CY 0.0001794 37497. 209040264. 17.5768919 0.0031529 -0.0065334 2.9962762 60.0000000 CY 0.0001844 37574. 203793676. 17.5361762 0.0032332 -0.0067230 2.9979109 60.0000000 CY 0.0001894 37650. 198811110. 17.4968040 0.0033135 -0.0069128 2.9999379 60.0000000 CY 0.0001944 37723. 194071834. 17.4615404 0.0033941 -0.0071022 2.9940496 60.0000000 CY 0.0001994 37794. 189561900. 17.4294744 0.0034750 -0.0072912 2.9979549 60.0000000 CY 0.0002044 37860. 185246530. 17.3986496 0.0035558 -0.0074804 2.9999079 60.0000000 CY 0.0002094 37922. 181119628. 17.3703234 0.0036369 -0.0076693 2.9948572 60.0000000 CY 0.0002144 37960. 177071705. 17.3347030 0.0037161 -0.0078601 2.9960816 60.0000000 CY 0.0002194 37997. 173204506. 17.3015962 0.0037955 -0.0080507 2.9990165 60.0000000 CY 0.0002244 37997. 169344796. 17.3096771 0.0038839 -0.0082324 2.9981734 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 963.3384668 1541341547. 175.8765446 0.0001099 0.0000762 0.3895804 3.1828686 0.000001250 1926.5840807 1541267265. 101.4891391 0.0001269 0.0000594 0.4467208 3.6691938 0.000001875 2889.6818167 1541163636. 76.7159529 0.0001438 0.0000426 0.5033710 4.1567487 0.000002500 3852.5576980 1541023079. 64.3463247 0.0001609 0.0000259 0.5595262 4.6455335 0.000003125 4815.1377200 1540844070. 56.9381233 0.0001779 0.000009182 0.6151815 5.1355487 0.000003750 5777.3272555 1540620601. 52.0106145 0.0001950 -0.000007460 0.6703320 5.6267918 0.000004375 6738.1979331 1540159528. 48.4997225 0.0002122 -0.0000241 0.7249598 6.1191460 0.000005000 7695.8911866 1539178237. 45.8723705 0.0002294 -0.0000406 0.7790315 6.6123437 0.000005625 8649.0979803 1537617419. 43.8327276 0.0002466 -0.0000572 0.8325205 7.1061699 0.000006250 9597.0406014 1535526496. 42.2036849 0.0002638 -0.0000737 0.8854090 7.6004804 0.000006875 10539. 1532982643. 40.8727800 0.0002810 -0.0000902 0.9376850 8.0951793 0.000007500 11475. 1530059238. 39.7651654 0.0002982 -0.0001068 0.9893400 8.5901985 0.000008125 11475. 1412362373. 37.0082908 0.0003007 -0.0001381 0.9962046 8.6564598 C 0.000008750 11475. 1311479347. 35.9128686 0.0003142 -0.0001583 1.0361571 9.0443779 C 0.000009375 11475. 1224047390. 34.9343748 0.0003275 -0.0001787 1.0749039 9.4243769 C 0.0000100 11475. 1147544428. 34.0546590 0.0003405 -0.0001995 1.1125790 9.7975509 C 0.0000106 11475. 1080041815. 33.2601855 0.0003534 -0.0002204 1.1493224 10.1651009 C 0.0000113 11752. 1044607879. 32.5364793 0.0003660 -0.0002415 1.1851420 10.5269387 C 0.0000119 12054. 1015059577. 31.8745089 0.0003785 -0.0002627 1.2201263 10.8838028 C 0.0000125 12344. 987542763. 31.2664668 0.0003908 -0.0002842 1.2543405 11.2362192 C 0.0000131 12624. 961858976. 30.7053858 0.0004030 -0.0003057 1.2878240 11.5844687 C 0.0000138 12895. 937842970. 30.1856488 0.0004151 -0.0003274 1.3206181 11.9288649 C 0.0000144 13158. 915355243. 29.7027017 0.0004270 -0.0003493 1.3527663 12.2697575 C

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0000150 13414. 894276418. 29.2528384 0.0004388 -0.0003712 1.3843143 12.6075347 C 0.0000156 13664. 874502971. 28.8330386 0.0004505 -0.0003932 1.4153101 12.9426269 C 0.0000163 13908. 855849175. 28.4387601 0.0004621 -0.0004154 1.4457148 13.2745282 C 0.0000169 14146. 838252139. 28.0680524 0.0004736 -0.0004376 1.4755760 13.6036719 C 0.0000175 14380. 821705659. 27.7205922 0.0004851 -0.0004599 1.5050010 13.9311756 C 0.0000181 14609. 806027083. 27.3921021 0.0004965 -0.0004823 1.5339068 14.2560549 C 0.0000188 14835. 791193406. 27.0818961 0.0005078 -0.0005047 1.5623581 14.5789685 C 0.0000194 15058. 777183782. 26.7896946 0.0005191 -0.0005272 1.5904327 -15.1370841 C 0.0000200 15277. 763831493. 26.5112431 0.0005302 -0.0005498 1.6180054 -15.7868790 C 0.0000206 15494. 751214707. 26.2489363 0.0005414 -0.0005724 1.6452686 -16.4371112 C 0.0000213 15707. 739147967. 25.9978123 0.0005525 -0.0005950 1.6720397 -17.0899607 C 0.0000219 15918. 727699451. 25.7601763 0.0005635 -0.0006177 1.6984979 -17.7433569 C 0.0000225 16127. 716767284. 25.5332535 0.0005745 -0.0006405 1.7245559 -18.3983771 C 0.0000231 16334. 706315801. 25.3163407 0.0005854 -0.0006633 1.7502266 -19.0549102 C 0.0000238 16539. 696395566. 25.1113629 0.0005964 -0.0006861 1.7756653 -19.7110862 C 0.0000244 16741. 686805638. 24.9120834 0.0006072 -0.0007090 1.8005699 -20.3706648 C 0.0000256 17142. 668955684. 24.5432942 0.0006289 -0.0007548 1.8496469 -21.6893707 C 0.0000269 17535. 652458305. 24.2018090 0.0006504 -0.0008008 1.8972797 -23.0135338 C 0.0000281 17923. 637264423. 23.8883364 0.0006719 -0.0008469 1.9437618 -24.3396069 C 0.0000294 18306. 623190169. 23.5985513 0.0006932 -0.0008930 1.9890558 -25.6682278 C 0.0000306 18684. 610101463. 23.3292359 0.0007145 -0.0009393 2.0331538 -26.9996787 C 0.0000319 19059. 597918465. 23.0794880 0.0007357 -0.0009856 2.0761673 -28.3325670 C 0.0000331 19429. 586540463. 22.8468747 0.0007568 -0.0010319 2.1180891 -29.6671022 C 0.0000344 19795. 575865409. 22.6287885 0.0007779 -0.0010784 2.1588777 -31.0040201 C 0.0000356 20160. 565894236. 22.4273202 0.0007990 -0.0011248 2.1987894 -32.3395809 C 0.0000369 20519. 556453873. 22.2352875 0.0008199 -0.0011713 2.2374427 -33.6796584 C 0.0000381 20877. 547581383. 22.0565526 0.0008409 -0.0012178 2.2751890 -35.0189551 C 0.0000394 21232. 539231615. 21.8903670 0.0008619 -0.0012643 2.3120604 -36.3568809 C 0.0000406 21583. 531282833. 21.7310405 0.0008828 -0.0013109 2.3477350 -37.6987743 C 0.0000419 21932. 523760660. 21.5817191 0.0009037 -0.0013575 2.3824943 -39.0400685 C 0.0000431 22280. 516637746. 21.4421685 0.0009247 -0.0014041 2.4163797 -40.3799691 C 0.0000444 22626. 509870970. 21.3109268 0.0009457 -0.0014506 2.4493402 -41.7192948 C 0.0000456 22967. 503388658. 21.1842407 0.0009665 -0.0014972 2.4811590 -43.0621076 C 0.0000469 23307. 497218394. 21.0653604 0.0009874 -0.0015438 2.5121038 -44.4034943 C 0.0000481 23646. 491335501. 20.9536883 0.0010084 -0.0015904 2.5421686 -45.7434399 C 0.0000494 23982. 485717796. 20.8486876 0.0010294 -0.0016368 2.5713470 -47.0819291 C 0.0000506 24317. 480328973. 20.7484566 0.0010504 -0.0016834 2.5995366 -48.4210283 C 0.0000519 24648. 475146225. 20.6520807 0.0010713 -0.0017299 2.6267019 -49.7615947 C 0.0000531 24978. 470177017. 20.5612165 0.0010923 -0.0017764 2.6529780 -51.1006570 C 0.0000544 25306. 465406284. 20.4754947 0.0011134 -0.0018229 2.6783583 -52.4381979 C 0.0000556 25633. 460820310. 20.3945798 0.0011344 -0.0018693 2.7028363 -53.7741996 C 0.0000569 25958. 456406577. 20.3181658 0.0011556 -0.0019157 2.7264053 -55.1086439 C 0.0000581 26281. 452152295. 20.2458248 0.0011768 -0.0019620 2.7490491 -56.4417626 C 0.0000594 26602. 448027214. 20.1750673 0.0011979 -0.0020084 2.7706268 -57.7773996 C 0.0000606 26920. 444044574. 20.1081527 0.0012191 -0.0020547 2.7912889 -59.1114101 C 0.0000619 27237. 440195415. 20.0448598 0.0012403 -0.0021010 2.8110284 -60.0000000 CY 0.0000631 27552. 436471479. 19.9849852 0.0012616 -0.0021472 2.8298379 -60.0000000 CY 0.0000644 27866. 432865143. 19.9283416 0.0012829 -0.0021934 2.8477097 -60.0000000 CY 0.0000656 28177. 429369358. 19.8747563 0.0013043 -0.0022395 2.8646364 -60.0000000 CY 0.0000669 28487. 425977593. 19.8240697 0.0013257 -0.0022855 2.8806101 -60.0000000 CY 0.0000681 28795. 422683791. 19.7761345 0.0013472 -0.0023315 2.8956228 -60.0000000 CY 0.0000694 29102. 419482323. 19.7308140 0.0013688 -0.0023774 2.9096664 -60.0000000 CY 0.0000706 29406. 416362432. 19.6870705 0.0013904 -0.0024234 2.9226946 -60.0000000 CY 0.0000719 29707. 413320451. 19.6449191 0.0014120 -0.0024693 2.9347116 -60.0000000 CY 0.0000731 30007. 410357092. 19.6051040 0.0014336 -0.0025151 2.9457463 -60.0000000 CY 0.0000744 30305. 407468049. 19.5675210 0.0014553 -0.0025609 2.9557899 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0000794 31478. 396578133. 19.4376661 0.0015429 -0.0027434 2.9858663 -60.0000000 CY 0.0000844 32571. 386028722. 19.3276622 0.0016308 -0.0029255 2.9992651 -60.0000000 CY 0.0000894 33390. 373595270. 19.1971654 0.0017157 -0.0031105 2.9983364 -60.0000000 CY 0.0000944 34002. 360283496. 19.0528686 0.0017981 -0.0032981 2.9997855 -60.0000000 CY 0.0000994 34590. 348072148. 18.9326408 0.0018814 -0.0034848 2.9986724 -60.0000000 CY 0.0001044 35029. 335606936. 18.8056384 0.0019628 -0.0036734 2.9984546 -60.0000000 CY 0.0001094 35344. 323148688. 18.6745816 0.0020425 -0.0038637 2.9987008 -60.0000000 CY 0.0001144 35644. 311640062. 18.5576183 0.0021225 -0.0040537 2.9985420 60.0000000 CY 0.0001194 35930. 300988395. 18.4545067 0.0022030 -0.0042432 2.9979266 60.0000000 CY 0.0001244 36207. 291109546. 18.3656532 0.0022842 -0.0044320 2.9973774 60.0000000 CY 0.0001294 36473. 281918859. 18.2890372 0.0023661 -0.0046201 2.9999989 60.0000000 CY 0.0001344 36694. 273074678. 18.2133786 0.0024474 -0.0048088 2.9995227 60.0000000 CY 0.0001394 36838. 264310707. 18.1277723 0.0025266 -0.0049997 2.9974333 60.0000000 CY 0.0001444 36944. 255886521. 18.0388476 0.0026044 -0.0051919 2.9999843 60.0000000 CY 0.0001494 37043. 247983526. 17.9565880 0.0026823 -0.0053840 2.9981799 60.0000000 CY 0.0001544 37138. 240571861. 17.8822106 0.0027606 -0.0055757 2.9996648 60.0000000 CY 0.0001594 37230. 233599091. 17.8155873 0.0028394 -0.0057669 2.9980069 60.0000000 CY 0.0001644 37319. 227034964. 17.7551144 0.0029185 -0.0059578 2.9999950 60.0000000 CY 0.0001694 37404. 220836551. 17.7009496 0.0029981 -0.0061482 2.9968267 60.0000000 CY 0.0001744 37487. 214980849. 17.6517172 0.0030780 -0.0063382 2.9997451 60.0000000 CY 0.0001794 37567. 209435355. 17.6074441 0.0031583 -0.0065279 2.9951378 60.0000000 CY 0.0001844 37645. 204178027. 17.5673977 0.0032390 -0.0067173 2.9984316 60.0000000 CY 0.0001894 37721. 199185846. 17.5291688 0.0033196 -0.0069067 2.9999981 60.0000000 CY 0.0001944 37793. 194434177. 17.4935544 0.0034003 -0.0070959 2.9944767 60.0000000 CY 0.0001994 37864. 189913674. 17.4610518 0.0034813 -0.0072850 2.9985141 60.0000000 CY 0.0002044 37930. 185589913. 17.4299625 0.0035622 -0.0074740 2.9999921 60.0000000 CY 0.0002094 37993. 181460255. 17.4020494 0.0036436 -0.0076627 2.9934774 60.0000000 CY 0.0002144 38032. 177409217. 17.3665198 0.0037229 -0.0078533 2.9969347 60.0000000 CY 0.0002194 38069. 173533146. 17.3329746 0.0038024 -0.0080438 2.9994210 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 962.1442255 1539430761. 179.1643801 0.0001120 0.0000782 0.3966161 3.2424606 0.000001250 1924.1950877 1539356070. 103.1331191 0.0001289 0.0000614 0.4536793 3.7287881 0.000001875 2886.0978911 1539252209. 77.8120087 0.0001459 0.0000446 0.5102522 4.2163467 0.000002500 3847.7785685 1539111427. 65.1684392 0.0001629 0.0000279 0.5663301 4.7051368 0.000003125 4809.1630246 1538932168. 57.5958896 0.0001800 0.0000112 0.6219082 5.1951588 0.000003750 5770.1703505 1538712093. 52.5588458 0.0001971 -0.000005404 0.6769815 5.6864120 0.000004375 6730.0711307 1538301973. 48.9699613 0.0002142 -0.0000220 0.7315354 6.1788076 0.000005000 7687.0442719 1537408854. 46.2843978 0.0002314 -0.0000386 0.7855373 6.6720877 0.000005625 8639.7065134 1535947825. 44.1996839 0.0002486 -0.0000551 0.8389599 7.1660297 0.000006250 9587.2203991 1533955264. 42.5347243 0.0002658 -0.0000717 0.8917843 7.6604813 0.000006875 10529. 1531503528. 41.1745337 0.0002831 -0.0000882 0.9439979 8.1553414 0.000007500 11465. 1528664464. 40.0425892 0.0003003 -0.0001047 0.9955916 8.6505382 0.000008125 11465. 1411074890. 37.3492154 0.0003035 -0.0001353 1.0045110 8.7367902 C 0.000008750 11465. 1310283826. 36.2398700 0.0003171 -0.0001554 1.0446508 9.1273544 C 0.000009375 11465. 1222931571. 35.2501432 0.0003305 -0.0001758 1.0836041 9.5102264 C 0.0000100 11465. 1146498348. 34.3601233 0.0003436 -0.0001964 1.1214677 9.8861358 C 0.0000106 11551. 1087165047. 33.5540440 0.0003565 -0.0002172 1.1583186 10.2556459 C 0.0000113 11872. 1055295039. 32.8217112 0.0003692 -0.0002383 1.1942974 10.6199958 C 0.0000119 12180. 1025656787. 32.1526171 0.0003818 -0.0002594 1.2294573 10.9795762 C

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0000125 12474. 997934525. 31.5366246 0.0003942 -0.0002808 1.2637893 11.3341513 C 0.0000131 12758. 972038342. 30.9681919 0.0004065 -0.0003023 1.2973818 11.6844993 C 0.0000138 13033. 947828796. 30.4420210 0.0004186 -0.0003239 1.3302915 12.0310934 C 0.0000144 13299. 925163583. 29.9534529 0.0004306 -0.0003457 1.3625621 12.3742895 C 0.0000150 13558. 903844664. 29.4971923 0.0004425 -0.0003675 1.3941789 12.7138287 C 0.0000156 13809. 883796602. 29.0705186 0.0004542 -0.0003895 1.4252000 13.0502349 C 0.0000163 14055. 864951721. 28.6712717 0.0004659 -0.0004116 1.4556876 13.3840993 C 0.0000169 14297. 847232908. 28.2974057 0.0004775 -0.0004337 1.4856926 13.7159117 C 0.0000175 14533. 830432692. 27.9440313 0.0004890 -0.0004560 1.5151223 14.0445710 C 0.0000181 14764. 814564439. 27.6111299 0.0005005 -0.0004783 1.5440824 14.3711814 C 0.0000188 14992. 799599729. 27.2981464 0.0005118 -0.0005007 1.5726492 14.6965547 C 0.0000194 15216. 785325475. 26.9998052 0.0005231 -0.0005231 1.6006632 -15.0190283 C 0.0000200 15438. 771885246. 26.7199097 0.0005344 -0.0005456 1.6283897 -15.6658523 C 0.0000206 15655. 759006801. 26.4514740 0.0005456 -0.0005682 1.6555596 -16.3159683 C 0.0000213 15871. 746863616. 26.1994371 0.0005567 -0.0005908 1.6824892 -16.9657093 C 0.0000219 16082. 735186721. 25.9564754 0.0005678 -0.0006135 1.7088655 -17.6188297 C 0.0000225 16293. 724129999. 25.7273419 0.0005789 -0.0006361 1.7349929 -18.2717343 C 0.0000231 16500. 713530046. 25.5074046 0.0005899 -0.0006589 1.7606791 -18.9267780 C 0.0000238 16706. 703405314. 25.2975963 0.0006008 -0.0006817 1.7860216 -19.5828180 C 0.0000244 16911. 693772218. 25.0987533 0.0006118 -0.0007045 1.8111139 -20.2387125 C 0.0000256 17312. 675576243. 24.7219914 0.0006335 -0.0007502 1.8600382 -21.5565763 C 0.0000269 17707. 658859924. 24.3767218 0.0006551 -0.0007961 1.9077227 -22.8772112 C 0.0000281 18097. 643459780. 24.0599074 0.0006767 -0.0008421 1.9542522 -24.1996692 C 0.0000294 18480. 629120493. 23.7640712 0.0006981 -0.0008882 1.9993961 -25.5272258 C 0.0000306 18861. 615876572. 23.4931266 0.0007195 -0.0009343 2.0435911 -26.8541231 C 0.0000319 19235. 603448470. 23.2374563 0.0007407 -0.0009806 2.0864017 -28.1865454 C 0.0000331 19607. 591906593. 23.0024172 0.0007620 -0.0010268 2.1283199 -29.5176841 C 0.0000344 19974. 581049911. 22.7806803 0.0007831 -0.0010732 2.1690016 -30.8526032 C 0.0000356 20338. 570878215. 22.5742957 0.0008042 -0.0011195 2.2086973 -32.1877369 C 0.0000369 20699. 561335828. 22.3823160 0.0008253 -0.0011659 2.2474495 -33.5224295 C 0.0000381 21056. 552285834. 22.1991854 0.0008463 -0.0012124 2.2849732 -34.8612568 C 0.0000394 21411. 543769687. 22.0288895 0.0008674 -0.0012589 2.3216203 -36.1987054 C 0.0000406 21764. 535737676. 21.8702543 0.0008885 -0.0013053 2.3573850 -37.5347628 C 0.0000419 22113. 528066510. 21.7172188 0.0009094 -0.0013518 2.3919132 -38.8755214 C 0.0000431 22460. 520802982. 21.5741680 0.0009304 -0.0013984 2.4255652 -40.2148873 C 0.0000444 22805. 513912350. 21.4402765 0.0009514 -0.0014448 2.4583355 -41.5528378 C 0.0000456 23148. 507356253. 21.3142650 0.0009725 -0.0014913 2.4901809 -42.8900692 C 0.0000469 23487. 501065288. 21.1923589 0.0009934 -0.0015379 2.5208818 -44.2308557 C 0.0000481 23825. 495067812. 21.0778250 0.0010144 -0.0015844 2.5507004 -45.5701916 C 0.0000494 24161. 489341172. 20.9701143 0.0010354 -0.0016309 2.5796306 -46.9080612 C 0.0000506 24496. 483864945. 20.8687320 0.0010565 -0.0016773 2.6076660 -48.2444489 C 0.0000519 24828. 478613964. 20.7726346 0.0010776 -0.0017237 2.6347605 -49.5802364 C 0.0000531 25157. 473549285. 20.6793860 0.0010986 -0.0017702 2.6607759 -50.9186021 C 0.0000544 25485. 468687314. 20.5913967 0.0011197 -0.0018166 2.6858930 -52.2554349 C 0.0000556 25811. 464014044. 20.5083235 0.0011408 -0.0018630 2.7101053 -53.5907167 C 0.0000569 26135. 459516693. 20.4298534 0.0011619 -0.0019093 2.7334058 -54.9244292 C 0.0000581 26458. 455183573. 20.3557006 0.0011832 -0.0019556 2.7557877 -56.2565533 C 0.0000594 26778. 451003973. 20.2856038 0.0012045 -0.0020018 2.7772439 -57.5870696 C 0.0000606 27097. 446958171. 20.2181767 0.0012257 -0.0020480 2.7977009 -58.9179743 C 0.0000619 27413. 443037084. 20.1531300 0.0012470 -0.0020943 2.8171536 -60.0000000 CY 0.0000631 27727. 439243901. 20.0915791 0.0012683 -0.0021405 2.8356730 -60.0000000 CY 0.0000644 28040. 435570836. 20.0333325 0.0012896 -0.0021866 2.8532516 -60.0000000 CY 0.0000656 28351. 432010692. 19.9782133 0.0013111 -0.0022327 2.8698817 -60.0000000 CY 0.0000669 28660. 428556803. 19.9260585 0.0013326 -0.0022787 2.8855553 -60.0000000 CY 0.0000681 28967. 425202981. 19.8767172 0.0013541 -0.0023246 2.9002645 -60.0000000 CY 0.0000694 29272. 421943481. 19.8300497 0.0013757 -0.0023705 2.9140009 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0000706 29576. 418772952. 19.7859267 0.0013974 -0.0024164 2.9267563 -60.0000000 CY 0.0000719 29877. 415686412. 19.7442280 0.0014191 -0.0024621 2.9385219 -60.0000000 CY 0.0000731 30177. 412677985. 19.7046255 0.0014409 -0.0025078 2.9492814 -60.0000000 CY 0.0000744 30474. 409737188. 19.6658765 0.0014626 -0.0025536 2.9589915 -60.0000000 CY 0.0000794 31643. 398654615. 19.5318210 0.0015503 -0.0027359 2.9876876 -60.0000000 CY 0.0000844 32741. 388037085. 19.4199357 0.0016386 -0.0029177 2.9996445 -60.0000000 CY 0.0000894 33573. 375638291. 19.2896326 0.0017240 -0.0031022 2.9989744 -60.0000000 CY 0.0000944 34185. 362228373. 19.1473346 0.0018070 -0.0032892 2.9999730 -60.0000000 CY 0.0000994 34769. 349879432. 19.0244073 0.0018906 -0.0034757 2.9983636 -60.0000000 CY 0.0001044 35221. 337445903. 18.8982685 0.0019725 -0.0036637 2.9991555 -60.0000000 CY 0.0001094 35537. 324913328. 18.7654848 0.0020525 -0.0038538 2.9993496 -60.0000000 CY 0.0001144 35836. 313321516. 18.6503507 0.0021331 -0.0040431 2.9992744 60.0000000 CY 0.0001194 36121. 302581690. 18.5462783 0.0022140 -0.0042323 2.9988495 60.0000000 CY 0.0001244 36394. 292617542. 18.4553975 0.0022954 -0.0044209 2.9978849 60.0000000 CY 0.0001294 36659. 283351254. 18.3770034 0.0023775 -0.0046087 2.9978377 60.0000000 CY 0.0001344 36889. 274524014. 18.3025865 0.0024594 -0.0047968 2.9999165 60.0000000 CY 0.0001394 37038. 265744880. 18.2172115 0.0025390 -0.0049872 2.9985979 60.0000000 CY 0.0001444 37144. 257271515. 18.1301487 0.0026175 -0.0051787 2.9980370 60.0000000 CY 0.0001494 37243. 249322256. 18.0490752 0.0026961 -0.0053702 2.9992152 60.0000000 CY 0.0001544 37336. 241855495. 17.9731048 0.0027746 -0.0055617 2.9967502 60.0000000 CY 0.0001594 37427. 234834887. 17.9046600 0.0028536 -0.0057527 2.9991243 60.0000000 CY 0.0001644 37514. 228223166. 17.8427698 0.0029329 -0.0059433 2.9974471 60.0000000 CY 0.0001694 37598. 221982811. 17.7870107 0.0030127 -0.0061336 2.9983291 60.0000000 CY 0.0001744 37680. 216087782. 17.7362754 0.0030928 -0.0063235 2.9999999 60.0000000 CY 0.0001794 37759. 210503024. 17.6908404 0.0031733 -0.0065130 2.9961533 60.0000000 CY 0.0001844 37836. 205211307. 17.6494140 0.0032541 -0.0067021 2.9994445 60.0000000 CY 0.0001894 37910. 200186869. 17.6119962 0.0033353 -0.0068910 2.9970127 60.0000000 CY 0.0001944 37983. 195409174. 17.5782838 0.0034168 -0.0070795 2.9967673 60.0000000 CY 0.0001994 38053. 190863212. 17.5473102 0.0034985 -0.0072678 2.9995874 60.0000000 CY 0.0002044 38119. 186515293. 17.5158762 0.0035798 -0.0074564 2.9969040 60.0000000 CY 0.0002094 38181. 182359333. 17.4868343 0.0036613 -0.0076449 2.9954083 60.0000000 CY 0.0002144 38228. 178321180. 17.4535714 0.0037416 -0.0078346 2.9987342 60.0000000 CY 0.0002194 38264. 174421060. 17.4188434 0.0038213 -0.0080250 2.9999833 60.0000000 CY



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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0000100 11456. 1145550117. 34.6294227 0.0003463 -0.0001937 1.1292866 9.9642324 C 0.0000106 11653. 1096709910. 33.8154909 0.0003593 -0.0002145 1.1663042 10.3362044 C 0.0000113 11978. 1064669942. 33.0743473 0.0003721 -0.0002354 1.2023873 10.7024182 C 0.0000119 12288. 1034816661. 32.3967271 0.0003847 -0.0002565 1.2376274 11.0636417 C 0.0000125 12587. 1006967641. 31.7743312 0.0003972 -0.0002778 1.2720818 11.4203201 C 0.0000131 12875. 980929864. 31.1999591 0.0004095 -0.0002993 1.3057886 11.7727157 C 0.0000138 13152. 956542930. 30.6678026 0.0004217 -0.0003208 1.3387875 12.1211237 C 0.0000144 13422. 933671519. 30.1731460 0.0004337 -0.0003425 1.3711205 12.4658740 C 0.0000150 13683. 912199907. 29.7121449 0.0004457 -0.0003643 1.4028316 12.8073330 C 0.0000156 13938. 892027802. 29.2816581 0.0004575 -0.0003862 1.4339671 13.1459076 C 0.0000163 14187. 873067136. 28.8791200 0.0004693 -0.0004082 1.4645755 13.4820478 C 0.0000169 14429. 855081123. 28.4989295 0.0004809 -0.0004303 1.4945539 13.8145324 C 0.0000175 14667. 838133378. 28.1419117 0.0004925 -0.0004525 1.5240571 14.1449952 C 0.0000181 14902. 822175558. 27.8069459 0.0005040 -0.0004747 1.5531496 14.4741072 C 0.0000188 15130. 806938936. 27.4876035 0.0005154 -0.0004971 1.5816348 14.7995720 C 0.0000194 15356. 792583630. 27.1876600 0.0005268 -0.0005195 1.6097786 15.1243603 C 0.0000200 15578. 778908846. 26.9023022 0.0005380 -0.0005420 1.6374343 -15.5600646 C 0.0000206 15798. 765953045. 26.6325692 0.0005493 -0.0005645 1.6647278 -16.2076507 C 0.0000213 16014. 753590231. 26.3753772 0.0005605 -0.0005870 1.6915738 -16.8572863 C 0.0000219 16228. 741860995. 26.1320045 0.0005716 -0.0006096 1.7181010 -17.5074783 C 0.0000225 16439. 730604721. 25.8981691 0.0005827 -0.0006323 1.7441436 -18.1602696 C 0.0000231 16649. 719936775. 25.6775231 0.0005938 -0.0006550 1.7699489 -18.8126923 C 0.0000238 16854. 709653592. 25.4641375 0.0006048 -0.0006777 1.7952456 -19.4681128 C 0.0000244 17059. 699856539. 25.2615014 0.0006157 -0.0007005 1.8202687 -20.1236699 C 0.0000256 17462. 681459052. 24.8811475 0.0006376 -0.0007462 1.8692534 -21.4383036 C 0.0000269 17860. 664565571. 24.5331655 0.0006593 -0.0007919 1.9170210 -22.7552828 C 0.0000281 18250. 648890355. 24.2097539 0.0006809 -0.0008379 1.9633715 -24.0774506 C 0.0000294 18636. 634405720. 23.9121290 0.0007024 -0.0008838 2.0086005 -25.4010988 C 0.0000306 19016. 620926506. 23.6354996 0.0007238 -0.0009299 2.0526120 -26.7276780 C 0.0000319 19392. 608376539. 23.3787748 0.0007452 -0.0009761 2.0955092 -28.0559137 C 0.0000331 19763. 596630704. 23.1387668 0.0007665 -0.0010223 2.1372391 -29.3867033 C 0.0000344 20132. 585669668. 22.9165792 0.0007878 -0.0010685 2.1780077 -30.7171288 C 0.0000356 20496. 575319180. 22.7057980 0.0008089 -0.0011149 2.2175098 -32.0518786 C 0.0000369 20857. 565625935. 22.5105990 0.0008301 -0.0011612 2.2561265 -33.3852469 C 0.0000381 21216. 556477305. 22.3268192 0.0008512 -0.0012075 2.2936721 -34.7201418 C 0.0000394 21570. 547812827. 22.1528477 0.0008723 -0.0012540 2.3301184 -36.0571607 C 0.0000406 21923. 539641474. 21.9907688 0.0008934 -0.0013004 2.3656808 -37.3927816 C 0.0000419 22273. 531902328. 21.8384899 0.0009145 -0.0013468 2.4002818 -38.7282525 C 0.0000431 22620. 524513420. 21.6923088 0.0009355 -0.0013933 2.4337245 -40.0671374 C 0.0000444 22964. 517504344. 21.5554695 0.0009565 -0.0014397 2.4662840 -41.4045988 C 0.0000456 23307. 510843488. 21.4272149 0.0009776 -0.0014861 2.4979539 -42.7406225 C 0.0000469 23648. 504491578. 21.3060453 0.0009987 -0.0015325 2.5286720 -44.0763132 C 0.0000481 23985. 498391943. 21.1889524 0.0010197 -0.0015790 2.5582700 -45.4150994 C 0.0000494 24321. 492568178. 21.0788184 0.0010408 -0.0016255 2.5869776 -46.7524105 C 0.0000506 24654. 486999486. 20.9751387 0.0010619 -0.0016719 2.6147885 -48.0882305 C 0.0000519 24986. 481667066. 20.8774578 0.0010830 -0.0017182 2.6416961 -49.4225430 C 0.0000531 25317. 476552056. 20.7851968 0.0011042 -0.0017645 2.6676831 -50.7555873 C 0.0000544 25644. 471608732. 20.6951803 0.0011253 -0.0018109 2.6925641 -52.0917812 C 0.0000556 25969. 466857623. 20.6101775 0.0011464 -0.0018573 2.7165380 -53.4264135 C 0.0000569 26292. 462285712. 20.5298693 0.0011676 -0.0019036 2.7395977 -54.7594655 C 0.0000581 26614. 457881094. 20.4539641 0.0011889 -0.0019499 2.7617364 -56.0909179 C 0.0000594 26934. 453632861. 20.3821953 0.0012102 -0.0019961 2.7829469 -57.4207511 C 0.0000606 27253. 449530999. 20.3143185 0.0012316 -0.0020422 2.8032220 -58.7489448 C 0.0000619 27569. 445566294. 20.2501095 0.0012530 -0.0020883 2.8225543 -60.0000000 CY 0.0000631 27883. 441711383. 20.1870647 0.0012743 -0.0021344 2.8408136 -60.0000000 CY 0.0000644 28195. 437978807. 20.1273856 0.0012957 -0.0021805 2.8581289 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0000656 28505. 434361261. 20.0708960 0.0013172 -0.0022266 2.8744927 -60.0000000 CY 0.0000669 28813. 430851958. 20.0174295 0.0013387 -0.0022726 2.8898969 -60.0000000 CY 0.0000681 29120. 427444599. 19.9668321 0.0013602 -0.0023185 2.9043335 -60.0000000 CY 0.0000694 29424. 424133330. 19.9189615 0.0013819 -0.0023644 2.9177940 -60.0000000 CY 0.0000706 29727. 420912704. 19.8736855 0.0014036 -0.0024102 2.9302701 -60.0000000 CY 0.0000719 30028. 417777646. 19.8308818 0.0014253 -0.0024559 2.9417530 -60.0000000 CY 0.0000731 30327. 414723418. 19.7904366 0.0014472 -0.0025016 2.9522339 -60.0000000 CY 0.0000744 30624. 411745592. 19.7522442 0.0014691 -0.0025472 2.9617036 -60.0000000 CY 0.0000794 31790. 400500714. 19.6162308 0.0015570 -0.0027292 2.9892137 -60.0000000 CY 0.0000844 32891. 389815501. 19.5025760 0.0016455 -0.0029107 2.9998686 -60.0000000 CY 0.0000894 33733. 377435176. 19.3722430 0.0017314 -0.0030949 2.9994145 -60.0000000 CY 0.0000944 34347. 363941099. 19.2291040 0.0018147 -0.0032815 2.9994144 -60.0000000 CY 0.0000994 34929. 351486128. 19.1068187 0.0018987 -0.0034675 2.9989907 -60.0000000 CY 0.0001044 35392. 339081575. 18.9815126 0.0019812 -0.0036551 2.9996061 -60.0000000 CY 0.0001094 35709. 326483032. 18.8471977 0.0020614 -0.0038448 2.9997432 -60.0000000 CY 0.0001144 36005. 314801004. 18.7299113 0.0021422 -0.0040340 2.9997011 60.0000000 CY 0.0001194 36290. 303998439. 18.6288362 0.0022238 -0.0042224 2.9994492 60.0000000 CY 0.0001244 36561. 293958419. 18.5361366 0.0023054 -0.0044108 2.9987509 60.0000000 CY 0.0001294 36823. 284622613. 18.4560884 0.0023878 -0.0045985 2.9972764 60.0000000 CY 0.0001344 37059. 275790750. 18.3821170 0.0024701 -0.0047862 2.9995701 60.0000000 CY 0.0001394 37216. 267021005. 18.2977908 0.0025503 -0.0049760 2.9993478 60.0000000 CY 0.0001444 37320. 258492286. 18.2091275 0.0026289 -0.0051673 2.9963334 60.0000000 CY 0.0001494 37419. 250503497. 18.1293327 0.0027081 -0.0053582 2.9997658 60.0000000 CY 0.0001544 37513. 242997416. 18.0550816 0.0027873 -0.0055490 2.9965916 60.0000000 CY 0.0001594 37602. 235934088. 17.9850148 0.0028664 -0.0057399 2.9997436 60.0000000 CY 0.0001644 37688. 229279808. 17.9218734 0.0029459 -0.0059303 2.9954712 60.0000000 CY 0.0001694 37771. 223002396. 17.8646549 0.0030258 -0.0061204 2.9992746 60.0000000 CY 0.0001744 37852. 217069884. 17.8128435 0.0031061 -0.0063101 2.9972920 60.0000000 CY 0.0001794 37929. 211452754. 17.7660823 0.0031868 -0.0064995 2.9977236 60.0000000 CY 0.0001844 38005. 206130318. 17.7234293 0.0032678 -0.0066885 2.9999172 60.0000000 CY 0.0001894 38079. 201074753. 17.6851109 0.0033491 -0.0068771 2.9941366 60.0000000 CY 0.0001944 38150. 196270084. 17.6502568 0.0034308 -0.0070655 2.9982340 60.0000000 CY 0.0001994 38220. 191698687. 17.6184701 0.0035127 -0.0072536 2.9999722 60.0000000 CY 0.0002044 38286. 187332870. 17.5895453 0.0035949 -0.0074414 2.9937767 60.0000000 CY 0.0002094 38349. 183157217. 17.5622183 0.0036771 -0.0076292 2.9973963 60.0000000 CY 0.0002144 38401. 179132246. 17.5323759 0.0037585 -0.0078177 2.9996879 60.0000000 CY 0.0002194 38436. 175209107. 17.4968795 0.0038384 -0.0080079 2.9972451 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 956.3968852 1530235016. 194.9872399 0.0001219 0.0000881 0.4303430 3.5292500 0.000001250 1912.6979468 1530158357. 111.0448505 0.0001388 0.0000713 0.4870346 4.0155883 0.000001875 2868.8500730 1530053372. 83.0868313 0.0001558 0.0000545 0.5432358 4.5031652 0.000002500 3824.7787580 1529911503. 69.1249080 0.0001728 0.0000378 0.5989417 4.9919808 0.000003125 4780.4094670 1529731029. 60.7614268 0.0001899 0.0000211 0.6541477 5.4820356 0.000003750 5735.6676274 1529511367. 55.1971704 0.0002070 0.000004489 0.7088487 5.9733298 0.000004375 6690.3914273 1529232326. 51.2323838 0.0002241 -0.0000121 0.7630388 6.4658525 0.000005000 7643.3937019 1528678740. 48.2661943 0.0002413 -0.0000287 0.8166963 6.9594482 0.000005625 8593.0307139 1527649905. 45.9642525 0.0002585 -0.0000452 0.8697912 7.4538749 0.000006250 9538.1725188 1526107603. 44.1262489 0.0002758 -0.0000617 0.9223002 7.9489451 0.000006875 10478. 1524088578. 42.6249963 0.0002930 -0.0000782 0.9742073 8.4445274

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.000007500 11412. 1521652678. 41.3758911 0.0003103 -0.0000947 1.0255011 8.9405313 0.000008125 12341. 1518859434. 40.3204650 0.0003276 -0.0001111 1.0761733 9.4368908 0.000008750 12341. 1410369474. 37.7771520 0.0003306 -0.0001419 1.0843342 9.5174398 C 0.000009375 12341. 1316344843. 36.7299080 0.0003443 -0.0001619 1.1241128 9.9125374 C 0.0000100 12341. 1234073290. 35.7886037 0.0003579 -0.0001821 1.1627566 10.3003950 C 0.0000106 12341. 1161480744. 34.9363324 0.0003712 -0.0002026 1.2003421 10.6815637 C 0.0000113 12419. 1103883512. 34.1602195 0.0003843 -0.0002232 1.2369519 11.0566840 C 0.0000119 12748. 1073514090. 33.4502245 0.0003972 -0.0002440 1.2726700 11.4264398 C 0.0000125 13064. 1045128193. 32.7988510 0.0004100 -0.0002650 1.3075958 11.7917085 C 0.0000131 13368. 1018507139. 32.1978953 0.0004226 -0.0002862 1.3417485 12.1525551 C 0.0000138 13660. 993488876. 31.6409749 0.0004351 -0.0003074 1.3751592 12.5091762 C 0.0000144 13943. 969947867. 31.1230465 0.0004474 -0.0003289 1.4078670 12.8618637 C 0.0000150 14217. 947776953. 30.6399865 0.0004596 -0.0003504 1.4399128 13.2109441 C 0.0000156 14483. 926883363. 30.1884118 0.0004717 -0.0003721 1.4713395 13.5567803 C 0.0000163 14742. 907185707. 29.7655437 0.0004837 -0.0003938 1.5021922 13.8997750 C 0.0000169 14995. 888611635. 29.3691030 0.0004956 -0.0004156 1.5325181 14.2403736 C 0.0000175 15242. 870981625. 28.9947924 0.0005074 -0.0004376 1.5622585 14.5778322 C 0.0000181 15484. 854271611. 28.6414669 0.0005191 -0.0004596 1.5914742 14.9127523 C 0.0000188 15722. 838497899. 28.3092529 0.0005308 -0.0004817 1.6202759 15.2463438 C 0.0000194 15954. 823426768. 27.9927123 0.0005424 -0.0005039 1.6485050 15.5766990 C 0.0000200 16183. 809156456. 27.6939062 0.0005539 -0.0005261 1.6763423 15.9058657 C 0.0000206 16408. 795552447. 27.4097108 0.0005653 -0.0005484 1.7037157 16.2329396 C 0.0000213 16630. 782605627. 27.1398340 0.0005767 -0.0005708 1.7306813 16.5585352 C 0.0000219 16849. 770252621. 26.8828428 0.0005881 -0.0005932 1.7572323 -17.0311653 C 0.0000225 17066. 758483499. 26.6385319 0.0005994 -0.0006156 1.7834187 -17.6771829 C 0.0000231 17279. 747199826. 26.4044456 0.0006106 -0.0006381 1.8091667 -18.3251998 C 0.0000238 17491. 736483245. 26.1830607 0.0006218 -0.0006607 1.8346600 -18.9729544 C 0.0000244 17699. 726114934. 25.9682088 0.0006330 -0.0006833 1.8596115 -19.6241161 C 0.0000256 18111. 706772075. 25.5693207 0.0006552 -0.0007285 1.9086687 -20.9269047 C 0.0000269 18514. 688911356. 25.2015762 0.0006773 -0.0007740 1.9563004 -22.2343402 C 0.0000281 18911. 672374639. 24.8615095 0.0006992 -0.0008195 2.0025709 -23.5458627 C 0.0000294 19302. 657099061. 24.5491523 0.0007211 -0.0008651 2.0477174 -24.8584345 C 0.0000306 19686. 642805658. 24.2561686 0.0007428 -0.0009109 2.0914393 -26.1764465 C 0.0000319 20067. 629546254. 23.9864585 0.0007646 -0.0009567 2.1341522 -27.4941860 C 0.0000331 20441. 617083007. 23.7323397 0.0007861 -0.0010026 2.1755330 -28.8165023 C 0.0000344 20813. 605474796. 23.4981438 0.0008077 -0.0010485 2.2159937 -30.1373816 C 0.0000356 21179. 594490731. 23.2752866 0.0008292 -0.0010946 2.2551041 -31.4635261 C 0.0000369 21542. 584199235. 23.0686426 0.0008507 -0.0011406 2.2932866 -32.7884889 C 0.0000381 21902. 574490888. 22.8744965 0.0008721 -0.0011867 2.3303949 -34.1146160 C 0.0000394 22258. 565286003. 22.6903676 0.0008934 -0.0012328 2.3663490 -35.4433802 C 0.0000406 22612. 556605213. 22.5187983 0.0009148 -0.0012789 2.4013929 -36.7706968 C 0.0000419 22963. 548371784. 22.3569540 0.0009362 -0.0013251 2.4354054 -38.0986427 C 0.0000431 23310. 540517572. 22.2022376 0.0009575 -0.0013713 2.4682729 -39.4294077 C 0.0000444 23655. 533067323. 22.0573806 0.0009788 -0.0014175 2.5002308 -40.7587019 C 0.0000456 23998. 525987406. 21.9215837 0.0010002 -0.0014636 2.5312728 -42.0865107 C 0.0000469 24338. 519208858. 21.7914732 0.0010215 -0.0015098 2.5612170 -43.4164348 C 0.0000481 24675. 512721845. 21.6674943 0.0010427 -0.0015560 2.5901320 -44.7472344 C 0.0000494 25010. 506528433. 21.5508545 0.0010641 -0.0016022 2.6181302 -46.0765139 C 0.0000506 25343. 500606483. 21.4410214 0.0010855 -0.0016483 2.6452049 -47.4042565 C 0.0000519 25675. 494935980. 21.3375142 0.0011069 -0.0016944 2.6713494 -48.7304457 C 0.0000531 26002. 489458438. 21.2365765 0.0011282 -0.0017406 2.6963505 -50.0601806 C 0.0000544 26328. 484197554. 21.1410227 0.0011495 -0.0017867 2.7204080 -51.3887434 C 0.0000556 26652. 479141502. 21.0507582 0.0011709 -0.0018328 2.7435321 -52.7157018 C 0.0000569 26974. 474276411. 20.9654458 0.0011924 -0.0018788 2.7657158 -54.0410364 C 0.0000581 27295. 469589594. 20.8847779 0.0012139 -0.0019248 2.7869516 -55.3647273 C 0.0000594 27613. 465069420. 20.8084728 0.0012355 -0.0019707 2.8072322 -56.6867544 C

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0000606 27929. 460685913. 20.7342629 0.0012570 -0.0020167 2.8264423 -58.0106302 C 0.0000619 28242. 456443838. 20.6633483 0.0012785 -0.0020627 2.8446598 -59.3339730 C 0.0000631 28554. 452340744. 20.5961917 0.0013001 -0.0021086 2.8619146 -60.0000000 CY 0.0000644 28864. 448368176. 20.5325866 0.0013218 -0.0021545 2.8781988 -60.0000000 CY 0.0000656 29172. 444518314. 20.4723429 0.0013435 -0.0022003 2.8935043 -60.0000000 CY 0.0000669 29477. 440783913. 20.4152846 0.0013653 -0.0022460 2.9078227 -60.0000000 CY 0.0000681 29781. 437158252. 20.3612492 0.0013871 -0.0022916 2.9211456 -60.0000000 CY 0.0000694 30083. 433635088. 20.3100863 0.0014090 -0.0023372 2.9334641 -60.0000000 CY 0.0000706 30383. 430208608. 20.2616565 0.0014310 -0.0023828 2.9447695 -60.0000000 CY 0.0000719 30681. 426864314. 20.2144676 0.0014529 -0.0024283 2.9550087 -60.0000000 CY 0.0000731 30976. 423604199. 20.1693773 0.0014749 -0.0024739 2.9642133 -60.0000000 CY 0.0000744 31269. 420426641. 20.1267327 0.0014969 -0.0025193 2.9723899 -60.0000000 CY 0.0000794 32421. 408456627. 19.9785827 0.0015858 -0.0027004 2.9946181 -60.0000000 CY 0.0000844 33526. 397339593. 19.8598382 0.0016757 -0.0028806 2.9992266 -60.0000000 CY 0.0000894 34429. 385223829. 19.7380941 0.0017641 -0.0030622 2.9983436 -60.0000000 CY 0.0000944 35046. 371344719. 19.5879540 0.0018486 -0.0032476 2.9997709 -60.0000000 CY 0.0000994 35615. 358387826. 19.4581275 0.0019337 -0.0034326 2.9989720 -60.0000000 CY 0.0001044 36125. 346111604. 19.3427210 0.0020189 -0.0036174 2.9984291 -60.0000000 CY 0.0001094 36453. 333280476. 19.2099612 0.0021011 -0.0038052 2.9986619 60.0000000 CY 0.0001144 36739. 321218093. 19.0855749 0.0021829 -0.0039933 2.9984283 60.0000000 CY 0.0001194 37014. 310061186. 18.9758317 0.0022652 -0.0041810 2.9977057 60.0000000 CY 0.0001244 37278. 299719538. 18.8807680 0.0023483 -0.0043680 2.9980203 60.0000000 CY 0.0001294 37532. 290104747. 18.7984538 0.0024320 -0.0045542 2.9999727 60.0000000 CY 0.0001344 37773. 281097789. 18.7258360 0.0025163 -0.0047400 2.9993359 60.0000000 CY 0.0001394 37964. 272387943. 18.6514034 0.0025995 -0.0049267 2.9971824 60.0000000 CY 0.0001444 38086. 263797816. 18.5637941 0.0026801 -0.0051161 2.9999608 60.0000000 CY 0.0001494 38179. 255588799. 18.4770574 0.0027600 -0.0053062 2.9979064 60.0000000 CY 0.0001544 38268. 247890387. 18.3983532 0.0028402 -0.0054960 2.9999952 60.0000000 CY 0.0001594 38354. 240649644. 18.3276069 0.0029210 -0.0056853 2.9975624 60.0000000 CY 0.0001644 38437. 233834325. 18.2632117 0.0030020 -0.0058742 2.9999391 60.0000000 CY 0.0001694 38516. 227401216. 18.2051914 0.0030835 -0.0060627 2.9960619 60.0000000 CY 0.0001744 38593. 221324019. 18.1523454 0.0031653 -0.0062509 2.9994596 60.0000000 CY 0.0001794 38668. 215571381. 18.1044419 0.0032475 -0.0064388 2.9967400 60.0000000 CY 0.0001844 38739. 210112371. 18.0583387 0.0033295 -0.0066267 2.9975800 60.0000000 CY 0.0001894 38809. 204930953. 18.0148549 0.0034116 -0.0068147 2.9998490 60.0000000 CY 0.0001944 38876. 200004474. 17.9755097 0.0034940 -0.0070023 2.9951006 60.0000000 CY 0.0001994 38941. 195316837. 17.9395972 0.0035767 -0.0071895 2.9973438 60.0000000 CY 0.0002044 39005. 190852218. 17.9066508 0.0036597 -0.0073766 2.9997267 60.0000000 CY 0.0002094 39067. 186588715. 17.8765386 0.0037429 -0.0075633 2.9963265 60.0000000 CY 0.0002144 39124. 182503243. 17.8479441 0.0038262 -0.0077501 2.9952831 60.0000000 CY




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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 5 921.300 38434.454 0.00300000








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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 72.696 0.1608 10478956. 29513. -0.001860 0.000 1.532E+12 0.000 0.000 0.000 75.492 0.1556 10565804. 29513. -0.001841 0.000 1.531E+12 0.000 0.000 0.000 78.288 0.1505 10652607. 29513. -0.001821 0.000 1.531E+12 0.000 0.000 0.000 81.084 0.1454 10739364. 29513. -0.001802 0.000 1.531E+12 0.000 0.000 0.000 83.880 0.1404 10826075. 29513. -0.001782 0.000 1.531E+12 0.000 0.000 0.000 86.676 0.1355 10912741. 29513. -0.001762 0.000 1.530E+12 0.000 0.000 0.000 89.472 0.1306 10999359. 29513. -0.001742 0.000 1.530E+12 0.000 0.000 0.000 92.268 0.1257 11085930. 29513. -0.001722 0.000 1.530E+12 0.000 0.000 0.000 95.064 0.1209 11172454. 29513. -0.001702 0.000 1.529E+12 0.000 0.000 0.000 97.860 0.1162 11258931. 29513. -0.001681 0.000 1.529E+12 0.000 0.000 0.000 100.656 0.1115 11345359. 29513. -0.001660 0.000 1.529E+12 0.000 0.000 0.000 103.452 0.1069 11431738. 29500. -0.001640 0.000 1.529E+12 -9.3160 243.5875 0.000 106.248 0.1024 11517996. 29450. -0.001615 0.000 1.132E+12 -26.0941 712.6445 0.000 109.044 0.0979 11603983. 29356. -0.001586 0.000 1.082E+12 -41.3775 1181.7014 0.000 111.840 0.0935 11689577. 29221. -0.001556 0.000 1.073E+12 -55.2087 1650.7584 0.000 114.636 0.0892 11774668. 29049. -0.001525 0.000 1.065E+12 -67.6309 2119.8154 0.000 117.432 0.0850 11859157. 28845. -0.001494 0.000 1.057E+12 -78.6882 2588.8723 0.000 120.228 0.0809 11942958. 28611. -0.001462 0.000 1.048E+12 -88.4255 3057.9293 0.000 123.024 0.0768 12025993. 28352. -0.001430 0.000 1.040E+12 -96.8887 3526.9862 0.000 125.820 0.0729 12108196. 28071. -0.001397 0.000 1.032E+12 -104.1244 3996.0432 0.000 128.616 0.0690 12189507. 27772. -0.001364 0.000 1.025E+12 -110.1803 4465.1002 0.000 131.412 0.0652 12269879. 27457. -0.001331 0.000 1.017E+12 -115.1047 4934.1571 0.000 134.208 0.0616 12349272. 27129. -0.001297 0.000 1.009E+12 -118.9471 5403.2141 0.000 137.004 0.0580 12427656. 26793. -0.001262 0.000 1.002E+12 -121.7578 5872.2710 0.000 139.800 0.0545 12505006. 26450. -0.001228 0.000 9.950E+11 -123.5877 6341.3280 0.000 142.596 0.0511 12581308. 26103. -0.001192 0.000 9.879E+11 -124.4888 6810.3850 0.000 145.392 0.0478 12656554. 25755. -0.001156 0.000 9.810E+11 -124.5141 7279.4419 0.000 148.188 0.0446 12730742. 25408. -0.001120 0.000 9.744E+11 -123.7172 7748.4989 0.000 150.984 0.0416 12803877. 25064. -0.001083 0.000 9.678E+11 -122.1526 8217.5558 0.000 153.780 0.0386 12875970. 24726. -0.001046 0.000 9.614E+11 -119.8758 8686.6128 0.000 156.576 0.0357 12947039. 24395. -0.001008 0.000 9.551E+11 -116.9429 9155.6698 0.000 159.372 0.0329 13017105. 24073. -0.000970 0.000 9.491E+11 -113.4111 9624.7267 0.000 162.168 0.0303 13086195. 23761. -0.000932 0.000 9.431E+11 -109.3382 10094. 0.000 164.964 0.0277 13154339. 23462. -0.000893 0.000 9.372E+11 -104.7828 10563. 0.000 167.760 0.0253 13221572. 23176. -0.000853 0.000 9.316E+11 -99.8045 11032. 0.000 170.556 0.0230 13287932. 22904. -0.000813 0.000 9.261E+11 -94.4636 11501. 0.000 173.352 0.0207 13353460. 22648. -0.000773 0.000 9.205E+11 -88.8211 11970. 0.000 176.148 0.0186 13418198. 22408. -0.000732 0.000 9.151E+11 -82.9390 12439. 0.000 178.944 0.0167 13482192. 22185. -0.000691 0.000 9.099E+11 -76.8800 12908. 0.000 181.740 0.0148 13545488. 21978. -0.000649 0.000 9.048E+11 -70.7075 13377. 0.000 184.536 0.0130 13608133. 21789. -0.000607 0.000 8.997E+11 -64.4859 13846. 0.000 187.332 0.0114 13670176. 21618. -0.000565 0.000 8.947E+11 -58.2801 14315. 0.000 190.128 0.009864 13731662. 21463. -0.000522 0.000 8.898E+11 -52.1561 14784. 0.000 192.924 0.008465 13792640. 21326. -0.000478 0.000 8.851E+11 -46.1805 15253. 0.000 195.720 0.007188 13853155. -8886.0745 -0.000435 0.000 8.803E+11 -21565. 8388000. 0.000 198.516 0.006034 13744984. -64342. -0.000391 0.000 8.888E+11 -18103. 8388000. 0.000 201.312 0.005001 13495187. -110626. -0.000349 0.000 9.088E+11 -15004. 8388000. 0.000 204.108 0.004085 13127995. -148733. -0.000308 0.000 9.395E+11 -12254. 8388000. 0.000 206.904 0.003277 12664915. -179608. -0.000271 0.000 9.803E+11 -9831.1145 8388000. 0.000 209.700 0.002570 12124895. -204132. -0.000236 0.000 1.031E+12 -7711.3430 8388000. 0.000 212.496 0.001956 11524513. -223115. -0.000205 0.000 1.106E+12 -5867.4640 8388000. 0.000 215.292 0.001423 10878194. -237285. -0.000181 0.000 1.530E+12 -4268.0253 8388000. 0.000 218.088 0.000945 10198462. -247215. -0.000162 0.000 1.532E+12 -2835.2926 8388000. 0.000 220.884 0.000520 9496522. -253358. -0.000144 0.000 1.534E+12 -1558.6528 8388000. 0.000 223.680 0.000142 8782356. -256134. -0.000127 0.000 1.536E+12 -427.1902 8388000. 0.000 226.476 -0.000190 8064813. -255934. -0.000112 0.000 1.537E+12 570.1433 8388000. 0.000

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 229.272 -0.000481 7351693. -253118. -9.754E-05 0.000 1.538E+12 1444.4001 8388000. 0.000 232.068 -0.000736 6649834. -248014. -8.482E-05 0.000 1.538E+12 2206.5293 8388000. 0.000 234.864 -0.000956 5965196. -240921. -7.335E-05 0.000 1.539E+12 2867.2774 8388000. 0.000 237.660 -0.001146 5302948. -232107. -6.312E-05 0.000 1.539E+12 3437.0993 8388000. 0.000 240.456 -0.001309 4667547. -221814. -5.406E-05 0.000 1.539E+12 3926.0995 8388000. 0.000 243.252 -0.001448 4062819. -210252. -4.613E-05 0.000 1.539E+12 4343.9687 8388000. 0.000 246.048 -0.001567 3492034. -197609. -3.926E-05 0.000 1.539E+12 4699.9270 8388000. 0.000 248.844 -0.001668 2957975. -184044. -3.341E-05 0.000 1.539E+12 5002.6756 8388000. 0.000 251.640 -0.001753 2463014. -169697. -2.848E-05 0.000 1.539E+12 5260.3545 8388000. 0.000 254.436 -0.001827 2009165. -154681. -2.442E-05 0.000 1.539E+12 5480.5065 8388000. 0.000 257.232 -0.001890 1598152. -139093. -2.115E-05 0.000 1.539E+12 5670.0477 8388000. 0.000 260.028 -0.001945 1231458. -123008. -1.858E-05 0.000 1.539E+12 5835.2404 8388000. 0.000 262.824 -0.001994 910377. -106488. -1.663E-05 0.000 1.539E+12 5981.6718 8388000. 0.000 265.620 -0.002038 636055. -89578. -1.523E-05 0.000 1.539E+12 6114.2338 8388000. 0.000 268.416 -0.002079 409528. -72311. -1.428E-05 0.000 1.539E+12 6237.1057 8388000. 0.000 271.212 -0.002118 231760. -54709. -1.369E-05 0.000 1.539E+12 6353.7385 8388000. 0.000 274.008 -0.002156 103661. -36786. -1.339E-05 0.000 1.539E+12 6466.8406 8388000. 0.000 276.804 -0.002193 26117. -18548. -1.327E-05 0.000 1.539E+12 6578.3633 8388000. 0.000 279.600 -0.002230 0.000 0.000 -1.325E-05 0.000 1.539E+12 6689.4882 4194000. 0.000








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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 8.388 0.3142 9675437. 28086. -0.002455 0.000 1.526E+12 0.000 0.000 0.000 11.184 0.3074 9760265. 28086. -0.002437 0.000 1.526E+12 0.000 0.000 0.000 13.980 0.3006 9845048. 28086. -0.002419 0.000 1.525E+12 0.000 0.000 0.000 16.776 0.2939 9929784. 28086. -0.002401 0.000 1.525E+12 0.000 0.000 0.000 19.572 0.2872 10014473. 28086. -0.002382 0.000 1.525E+12 0.000 0.000 0.000 22.368 0.2806 10099114. 28086. -0.002364 0.000 1.525E+12 0.000 0.000 0.000 25.164 0.2740 10183708. 28086. -0.002345 0.000 1.525E+12 0.000 0.000 0.000 27.960 0.2674 10268254. 28086. -0.002327 0.000 1.525E+12 0.000 0.000 0.000 30.756 0.2610 10352752. 28086. -0.002308 0.000 1.524E+12 0.000 0.000 0.000 33.552 0.2545 10437200. 28086. -0.002289 0.000 1.524E+12 0.000 0.000 0.000 36.348 0.2482 10521599. 28086. -0.002269 0.000 1.524E+12 0.000 0.000 0.000 39.144 0.2418 10605949. 28086. -0.002250 0.000 1.524E+12 0.000 0.000 0.000 41.940 0.2356 10690248. 28086. -0.002230 0.000 1.523E+12 0.000 0.000 0.000 44.736 0.2294 10774497. 28086. -0.002211 0.000 1.523E+12 0.000 0.000 0.000 47.532 0.2232 10858695. 28086. -0.002191 0.000 1.523E+12 0.000 0.000 0.000 50.328 0.2171 10942841. 28086. -0.002171 0.000 1.523E+12 0.000 0.000 0.000 53.124 0.2111 11026936. 28086. -0.002151 0.000 1.523E+12 0.000 0.000 0.000 55.920 0.2051 11110978. 28086. -0.002130 0.000 1.522E+12 0.000 0.000 0.000 58.716 0.1992 11194968. 28086. -0.002110 0.000 1.522E+12 0.000 0.000 0.000 61.512 0.1933 11278905. 28086. -0.002089 0.000 1.522E+12 0.000 0.000 0.000 64.308 0.1875 11362789. 28086. -0.002068 0.000 1.522E+12 0.000 0.000 0.000 67.104 0.1817 11446619. 28086. -0.002048 0.000 1.522E+12 0.000 0.000 0.000 69.900 0.1760 11530395. 28086. -0.002026 0.000 1.521E+12 0.000 0.000 0.000 72.696 0.1704 11614116. 28086. -0.002005 0.000 1.521E+12 0.000 0.000 0.000 75.492 0.1648 11697782. 28086. -0.001984 0.000 1.521E+12 0.000 0.000 0.000 78.288 0.1593 11781393. 28086. -0.001962 0.000 1.520E+12 0.000 0.000 0.000 81.084 0.1539 11864947. 28086. -0.001940 0.000 1.520E+12 0.000 0.000 0.000 83.880 0.1485 11948446. 28086. -0.001918 0.000 1.520E+12 0.000 0.000 0.000 86.676 0.1431 12031888. 28086. -0.001896 0.000 1.520E+12 0.000 0.000 0.000 89.472 0.1379 12115273. 28086. -0.001874 0.000 1.519E+12 0.000 0.000 0.000 92.268 0.1326 12198601. 28086. -0.001852 0.000 1.519E+12 0.000 0.000 0.000 95.064 0.1275 12281871. 28086. -0.001829 0.000 1.519E+12 0.000 0.000 0.000 97.860 0.1224 12365082. 28086. -0.001806 0.000 1.407E+12 0.000 0.000 0.000 100.656 0.1174 12448230. 28086. -0.001778 0.000 1.102E+12 0.000 0.000 0.000 103.452 0.1125 12531297. 28072. -0.001746 0.000 1.093E+12 -9.7986 243.5875 0.000 106.248 0.1076 12614205. 28020. -0.001714 0.000 1.085E+12 -27.4344 712.6445 0.000 109.044 0.1029 12696815. 27921. -0.001681 0.000 1.078E+12 -43.4858 1181.7014 0.000 111.840 0.0982 12778999. 27779. -0.001648 0.000 1.071E+12 -57.9992 1650.7584 0.000 114.636 0.0937 12860645. 27599. -0.001614 0.000 1.063E+12 -71.0221 2119.8154 0.000 117.432 0.0892 12941648. 27384. -0.001580 0.000 1.056E+12 -82.6024 2588.8723 0.000 120.228 0.0848 13021917. 27139. -0.001546 0.000 1.049E+12 -92.7892 3057.9293 0.000 123.024 0.0806 13101371. 26867. -0.001511 0.000 1.042E+12 -101.6323 3526.9862 0.000 125.820 0.0764 13179940. 26572. -0.001475 0.000 1.035E+12 -109.1822 3996.0432 0.000 128.616 0.0723 13257564. 26258. -0.001439 0.000 1.028E+12 -115.4906 4465.1002 0.000 131.412 0.0683 13334192. 25928. -0.001403 0.000 1.021E+12 -120.6097 4934.1571 0.000 134.208 0.0645 13409783. 25585. -0.001366 0.000 1.015E+12 -124.5926 5403.2141 0.000 137.004 0.0607 13484305. 25233. -0.001329 0.000 1.008E+12 -127.4933 5872.2710 0.000 139.800 0.0570 13557734. 24874. -0.001292 0.000 1.002E+12 -129.3667 6341.3280 0.000 142.596 0.0535 13630054. 24511. -0.001254 0.000 9.960E+11 -130.2684 6810.3850 0.000 145.392 0.0500 13701257. 24147. -0.001215 0.000 9.900E+11 -130.2546 7279.4419 0.000 148.188 0.0467 13771343. 23784. -0.001176 0.000 9.840E+11 -129.3827 7748.4989 0.000 150.984 0.0435 13840316. 23424. -0.001137 0.000 9.783E+11 -127.7106 8217.5558 0.000 153.780 0.0403 13908188. 23071. -0.001097 0.000 9.727E+11 -125.2972 8686.6128 0.000 156.576 0.0373 13974978. 22725. -0.001057 0.000 9.673E+11 -122.2018 9155.6698 0.000 159.372 0.0344 14040709. 22388. -0.001016 0.000 9.618E+11 -118.4849 9624.7267 0.000 162.168 0.0316 14105409. 22063. -0.000975 0.000 9.566E+11 -114.2074 10094. 0.000

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 164.964 0.0290 14169109. 21750. -0.000934 0.000 9.515E+11 -109.4313 10563. 0.000 167.760 0.0264 14231846. 21452. -0.000892 0.000 9.465E+11 -104.2189 11032. 0.000 170.556 0.0240 14293661. 21168. -0.000850 0.000 9.416E+11 -98.6336 11501. 0.000 173.352 0.0217 14354595. 20900. -0.000807 0.000 9.367E+11 -92.7394 11970. 0.000 176.148 0.0195 14414694. 20650. -0.000764 0.000 9.321E+11 -86.6008 12439. 0.000 178.944 0.0174 14474004. 20416. -0.000721 0.000 9.275E+11 -80.2835 12908. 0.000 181.740 0.0154 14532575. 20201. -0.000677 0.000 9.230E+11 -73.8533 13377. 0.000 184.536 0.0136 14590454. 20003. -0.000633 0.000 9.185E+11 -67.3772 13846. 0.000 187.332 0.0119 14647693. 19824. -0.000588 0.000 9.142E+11 -60.9227 14315. 0.000 190.128 0.0103 14704339. 19663. -0.000543 0.000 9.099E+11 -54.5580 14784. 0.000 192.924 0.008863 14760443. 19519. -0.000498 0.000 9.058E+11 -48.3520 15253. 0.000 195.720 0.007536 14816052. -12153. -0.000452 0.000 9.016E+11 -22607. 8388000. 0.000 198.516 0.006337 14694811. -70333. -0.000406 0.000 9.106E+11 -19010. 8388000. 0.000 201.312 0.005264 14424843. -118985. -0.000362 0.000 9.313E+11 -15791. 8388000. 0.000 204.108 0.004312 14031314. -159145. -0.000320 0.000 9.626E+11 -12936. 8388000. 0.000 206.904 0.003474 13536553. -191800. -0.000281 0.000 1.004E+12 -10422. 8388000. 0.000 209.700 0.002742 12960216. -217869. -0.000245 0.000 1.054E+12 -8225.2036 8388000. 0.000 212.496 0.002105 12319490. -238198. -0.000216 0.000 1.519E+12 -6316.3625 8388000. 0.000 215.292 0.001533 11629326. -253456. -0.000194 0.000 1.521E+12 -4597.7404 8388000. 0.000 218.088 0.001019 10903163. -264159. -0.000174 0.000 1.523E+12 -3058.4399 8388000. 0.000 220.884 0.000562 10153040. -270794. -0.000154 0.000 1.525E+12 -1687.0464 8388000. 0.000 223.680 0.000157 9389679. -273812. -0.000136 0.000 1.526E+12 -471.8218 8388000. 0.000 226.476 -0.000200 8622586. -273634. -0.000120 0.000 1.528E+12 599.1253 8388000. 0.000 229.272 -0.000513 7860136. -270647. -0.000105 0.000 1.528E+12 1537.6919 8388000. 0.000 232.068 -0.000785 7109670. -265204. -9.101E-05 0.000 1.529E+12 2355.6487 8388000. 0.000 234.864 -0.001022 6377586. -257626. -7.868E-05 0.000 1.529E+12 3064.5504 8388000. 0.000 237.660 -0.001225 5669430. -248203. -6.767E-05 0.000 1.530E+12 3675.6484 8388000. 0.000 240.456 -0.001400 4989981. -237194. -5.793E-05 0.000 1.530E+12 4199.8147 8388000. 0.000 243.252 -0.001549 4343342. -224825. -4.940E-05 0.000 1.530E+12 4647.4750 8388000. 0.000 246.048 -0.001676 3733015. -211298. -4.202E-05 0.000 1.530E+12 5028.5492 8388000. 0.000 248.844 -0.001784 3161981. -196785. -3.572E-05 0.000 1.530E+12 5352.3983 8388000. 0.000 251.640 -0.001876 2632775. -181435. -3.042E-05 0.000 1.530E+12 5627.7785 8388000. 0.000 254.436 -0.001954 2147552. -165371. -2.606E-05 0.000 1.530E+12 5862.8038 8388000. 0.000 257.232 -0.002022 1708153. -148696. -2.253E-05 0.000 1.530E+12 6064.9126 8388000. 0.000 260.028 -0.002080 1316159. -131493. -1.977E-05 0.000 1.530E+12 6240.8405 8388000. 0.000 262.824 -0.002132 972947. -113826. -1.768E-05 0.000 1.530E+12 6396.5961 8388000. 0.000 265.620 -0.002179 679737. -95744. -1.617E-05 0.000 1.530E+12 6537.4400 8388000. 0.000 268.416 -0.002223 437630. -77283. -1.515E-05 0.000 1.530E+12 6667.8660 8388000. 0.000 271.212 -0.002264 247649. -58467. -1.452E-05 0.000 1.530E+12 6791.5847 8388000. 0.000 274.008 -0.002304 110760. -39310. -1.420E-05 0.000 1.530E+12 6911.5079 8388000. 0.000 276.804 -0.002343 27902. -19820. -1.407E-05 0.000 1.530E+12 7029.7336 8388000. 0.000 279.600 -0.002383 0.000 0.000 -1.404E-05 0.000 1.530E+12 7147.5316 4194000. 0.000




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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6oNumber of iterations = 47Number of zero deflection points = 1





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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 100.656 0.1281 12133481. 33476. -0.001923 0.000 1.049E+12 0.000 0.000 0.000 103.452 0.1228 12231626. 33461. -0.001890 0.000 1.040E+12 -10.6955 243.5875 0.000 106.248 0.1175 12329608. 33404. -0.001857 0.000 1.031E+12 -29.9555 712.6445 0.000 109.044 0.1124 12427277. 33296. -0.001823 0.000 1.022E+12 -47.4972 1181.7014 0.000 111.840 0.1073 12524493. 33141. -0.001789 0.000 1.013E+12 -63.3684 1650.7584 0.000 114.636 0.1024 12621131. 32944. -0.001754 0.000 1.004E+12 -77.6183 2119.8154 0.000 117.432 0.0975 12717079. 32709. -0.001719 0.000 9.949E+11 -90.2970 2588.8723 0.000 120.228 0.0928 12812235. 32441. -0.001683 0.000 9.864E+11 -101.4558 3057.9293 0.000 123.024 0.0881 12906512. 32144. -0.001646 0.000 9.780E+11 -111.1469 3526.9862 0.000 125.820 0.0836 12999832. 31821. -0.001609 0.000 9.697E+11 -119.4240 3996.0432 0.000 128.616 0.0791 13092129. 31478. -0.001571 0.000 9.617E+11 -126.3413 4465.1002 0.000 131.412 0.0748 13183347. 31117. -0.001533 0.000 9.538E+11 -131.9547 4934.1571 0.000 134.208 0.0705 13273442. 30742. -0.001494 0.000 9.460E+11 -136.3207 5403.2141 0.000 137.004 0.0664 13362378. 30356. -0.001454 0.000 9.385E+11 -139.4972 5872.2710 0.000 139.800 0.0624 13450128. 29963. -0.001414 0.000 9.312E+11 -141.5431 6341.3280 0.000 142.596 0.0585 13536676. 29566. -0.001374 0.000 9.240E+11 -142.5183 6810.3850 0.000 145.392 0.0547 13622011. 29168. -0.001332 0.000 9.170E+11 -142.4838 7279.4419 0.000 148.188 0.0511 13706134. 28771. -0.001291 0.000 9.103E+11 -141.5017 7748.4989 0.000 150.984 0.0475 13789050. 28378. -0.001248 0.000 9.036E+11 -139.6351 8217.5558 0.000 153.780 0.0441 13870773. 27991. -0.001205 0.000 8.972E+11 -136.9482 8686.6128 0.000 156.576 0.0408 13951322. 27613. -0.001162 0.000 8.910E+11 -133.5061 9155.6698 0.000 159.372 0.0376 14030723. 27245. -0.001118 0.000 8.848E+11 -129.3750 9624.7267 0.000 162.168 0.0345 14109007. 26890. -0.001073 0.000 8.789E+11 -124.6222 10094. 0.000 164.964 0.0316 14186210. 26549. -0.001028 0.000 8.732E+11 -119.3157 10563. 0.000 167.760 0.0288 14262372. 26224. -0.000982 0.000 8.673E+11 -113.5247 11032. 0.000 170.556 0.0261 14337536. 25915. -0.000936 0.000 8.618E+11 -107.3196 11501. 0.000 173.352 0.0235 14411751. 25624. -0.000889 0.000 8.564E+11 -100.7714 11970. 0.000 176.148 0.0211 14485066. 25352. -0.000842 0.000 8.510E+11 -93.9523 12439. 0.000 178.944 0.0188 14557533. 25099. -0.000794 0.000 8.458E+11 -86.9354 12908. 0.000 181.740 0.0167 14629205. 24866. -0.000746 0.000 8.408E+11 -79.7948 13377. 0.000 184.536 0.0147 14700138. 24653. -0.000697 0.000 8.358E+11 -72.6056 13846. 0.000 187.332 0.0128 14770386. 24460. -0.000647 0.000 8.310E+11 -65.4436 14315. 0.000 190.128 0.0110 14840004. 24287. -0.000597 0.000 8.263E+11 -58.3859 14784. 0.000 192.924 0.009442 14909045. 24133. -0.000547 0.000 8.217E+11 -51.5102 15253. 0.000 195.720 0.007984 14977563. -9423.6031 -0.000496 0.000 8.170E+11 -23952. 8388000. 0.000 198.516 0.006669 14858713. -70879. -0.000445 0.000 8.250E+11 -20008. 8388000. 0.000 201.312 0.005495 14583329. -121897. -0.000396 0.000 8.440E+11 -16486. 8388000. 0.000 204.108 0.004456 14178950. -163635. -0.000349 0.000 8.737E+11 -13369. 8388000. 0.000 206.904 0.003544 13669945. -197191. -0.000305 0.000 9.132E+11 -10633. 8388000. 0.000 209.700 0.002750 13077712. -223588. -0.000265 0.000 9.629E+11 -8248.6399 8388000. 0.000 212.496 0.002061 12420904. -243763. -0.000229 0.000 1.022E+12 -6182.3153 8388000. 0.000 215.292 0.001467 11715684. -258558. -0.000197 0.000 1.090E+12 -4400.9941 8388000. 0.000 218.088 0.000957 10975987. -268726. -0.000172 0.000 1.529E+12 -2871.7068 8388000. 0.000 220.884 0.000504 10213792. -274852. -0.000153 0.000 1.531E+12 -1510.8036 8388000. 0.000 223.680 0.000102 9439742. -277393. -0.000135 0.000 1.533E+12 -306.3735 8388000. 0.000 226.476 -0.000251 8663256. -276767. -0.000118 0.000 1.534E+12 753.6213 8388000. 0.000 229.272 -0.000560 7892624. -273364. -0.000103 0.000 1.535E+12 1681.1981 8388000. 0.000 232.068 -0.000829 7135100. -267535. -8.972E-05 0.000 1.536E+12 2488.2231 8388000. 0.000 234.864 -0.001062 6396997. -259602. -7.741E-05 0.000 1.537E+12 3186.3218 8388000. 0.000 237.660 -0.001262 5683776. -249853. -6.642E-05 0.000 1.537E+12 3786.7936 8388000. 0.000 240.456 -0.001434 5000134. -238547. -5.670E-05 0.000 1.537E+12 4300.5388 8388000. 0.000 243.252 -0.001579 4350091. -225911. -4.820E-05 0.000 1.537E+12 4737.9963 8388000. 0.000 246.048 -0.001703 3737068. -212145. -4.084E-05 0.000 1.537E+12 5109.0893 8388000. 0.000 248.844 -0.001808 3163970. -197421. -3.457E-05 0.000 1.537E+12 5423.1745 8388000. 0.000 251.640 -0.001896 2633255. -181886. -2.930E-05 0.000 1.538E+12 5688.9966 8388000. 0.000 254.436 -0.001972 2147002. -165664. -2.495E-05 0.000 1.538E+12 5914.6530 8388000. 0.000

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 257.232 -0.002036 1706979. -148857. -2.145E-05 0.000 1.538E+12 6107.5619 8388000. 0.000 260.028 -0.002091 1314695. -131547. -1.870E-05 0.000 1.538E+12 6274.4353 8388000. 0.000 262.824 -0.002140 971457. -113799. -1.662E-05 0.000 1.538E+12 6421.2569 8388000. 0.000 265.620 -0.002184 678413. -95660. -1.512E-05 0.000 1.538E+12 6553.2622 8388000. 0.000 268.416 -0.002225 436597. -77167. -1.411E-05 0.000 1.538E+12 6674.9205 8388000. 0.000 271.212 -0.002263 246961. -58343. -1.349E-05 0.000 1.538E+12 6789.9201 8388000. 0.000 274.008 -0.002300 110405. -39203. -1.316E-05 0.000 1.538E+12 6901.1530 8388000. 0.000 276.804 -0.002337 27799. -19754. -1.303E-05 0.000 1.538E+12 7010.7022 8388000. 0.000 279.600 -0.002373 0.000 0.000 -1.301E-05 0.000 1.538E+12 7119.8273 4194000. 0.000








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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 36.348 0.4394 13557837. 30516. -0.004302 0.000 8.827E+11 0.000 0.000 0.000 39.144 0.4275 13652966. 30516. -0.004259 0.000 8.754E+11 0.000 0.000 0.000 41.940 0.4156 13747994. 30516. -0.004215 0.000 8.679E+11 0.000 0.000 0.000 44.736 0.4039 13842921. 30516. -0.004170 0.000 8.607E+11 0.000 0.000 0.000 47.532 0.3923 13937745. 30516. -0.004125 0.000 8.536E+11 0.000 0.000 0.000 50.328 0.3808 14032464. 30516. -0.004079 0.000 8.465E+11 0.000 0.000 0.000 53.124 0.3695 14127078. 30516. -0.004032 0.000 8.396E+11 0.000 0.000 0.000 55.920 0.3583 14221583. 30516. -0.003985 0.000 8.328E+11 0.000 0.000 0.000 58.716 0.3472 14315979. 30516. -0.003937 0.000 8.261E+11 0.000 0.000 0.000 61.512 0.3363 14410264. 30516. -0.003888 0.000 8.196E+11 0.000 0.000 0.000 64.308 0.3255 14504437. 30516. -0.003838 0.000 8.131E+11 0.000 0.000 0.000 67.104 0.3148 14598495. 30516. -0.003788 0.000 8.068E+11 0.000 0.000 0.000 69.900 0.3043 14692437. 30516. -0.003737 0.000 8.005E+11 0.000 0.000 0.000 72.696 0.2939 14786262. 30516. -0.003685 0.000 7.943E+11 0.000 0.000 0.000 75.492 0.2837 14879967. 30516. -0.003633 0.000 7.883E+11 0.000 0.000 0.000 78.288 0.2736 14973552. 30516. -0.003580 0.000 7.824E+11 0.000 0.000 0.000 81.084 0.2636 15067014. 30516. -0.003526 0.000 7.766E+11 0.000 0.000 0.000 83.880 0.2539 15160351. 30516. -0.003471 0.000 7.708E+11 0.000 0.000 0.000 86.676 0.2442 15253563. 30516. -0.003416 0.000 7.652E+11 0.000 0.000 0.000 89.472 0.2348 15346647. 30516. -0.003360 0.000 7.597E+11 0.000 0.000 0.000 92.268 0.2254 15439602. 30516. -0.003303 0.000 7.543E+11 0.000 0.000 0.000 95.064 0.2163 15532426. 30516. -0.003245 0.000 7.490E+11 0.000 0.000 0.000 97.860 0.2073 15625116. 30516. -0.003187 0.000 7.437E+11 0.000 0.000 0.000 100.656 0.1985 15717673. 30516. -0.003128 0.000 7.386E+11 0.000 0.000 0.000 103.452 0.1898 15810092. 30499. -0.003068 0.000 7.335E+11 -12.1231 178.5837 0.000 106.248 0.1813 15902280. 30432. -0.003007 0.000 7.286E+11 -35.7372 551.1030 0.000 109.044 0.1730 15994047. 30299. -0.002946 0.000 7.237E+11 -59.5710 962.8452 0.000 111.840 0.1648 16085208. 30099. -0.002884 0.000 7.189E+11 -83.4649 1415.7463 0.000 114.636 0.1569 16175573. 29832. -0.002821 0.000 7.143E+11 -107.2609 1911.8864 0.000 117.432 0.1491 16264954. 29499. -0.002757 0.000 7.097E+11 -130.8034 2453.5021 0.000 120.228 0.1414 16353166. 29101. -0.002693 0.000 7.054E+11 -153.9388 3043.0017 0.000 123.024 0.1340 16440026. 28650. -0.002628 0.000 7.011E+11 -169.0397 3526.9862 0.000 125.820 0.1268 16525414. 28160. -0.002562 0.000 6.971E+11 -181.1517 3996.0432 0.000 128.616 0.1197 16609235. 27640. -0.002495 0.000 6.930E+11 -191.1255 4465.1002 0.000 131.412 0.1128 16691407. 27094. -0.002428 0.000 6.891E+11 -199.0580 4934.1571 0.000 134.208 0.1061 16771869. 26529. -0.002360 0.000 6.854E+11 -205.0473 5403.2141 0.000 137.004 0.0996 16850570. 25950. -0.002291 0.000 6.818E+11 -209.1928 5872.2710 0.000 139.800 0.0933 16927478. 25362. -0.002221 0.000 6.783E+11 -211.5951 6341.3280 0.000 142.596 0.0872 17002572. 24769. -0.002151 0.000 6.750E+11 -212.3561 6810.3850 0.000 145.392 0.0813 17075845. 24177. -0.002080 0.000 6.718E+11 -211.5786 7279.4419 0.000 148.188 0.0755 17147300. 23588. -0.002009 0.000 6.687E+11 -209.3668 7748.4989 0.000 150.984 0.0700 17216955. 23008. -0.001937 0.000 6.657E+11 -205.8258 8217.5558 0.000 153.780 0.0647 17284835. 22439. -0.001864 0.000 6.628E+11 -201.0618 8686.6128 0.000 156.576 0.0596 17350976. 21885. -0.001791 0.000 6.600E+11 -195.1821 9155.6698 0.000 159.372 0.0547 17415423. 21349. -0.001717 0.000 6.573E+11 -188.2951 9624.7267 0.000 162.168 0.0500 17478228. 20833. -0.001643 0.000 6.547E+11 -180.5099 10094. 0.000 164.964 0.0455 17539451. 20341. -0.001568 0.000 6.523E+11 -171.9366 10563. 0.000 167.760 0.0412 17599157. 19873. -0.001493 0.000 6.499E+11 -162.6864 11032. 0.000 170.556 0.0372 17657419. 19432. -0.001417 0.000 6.475E+11 -152.8711 11501. 0.000 173.352 0.0333 17714310. 19019. -0.001340 0.000 6.453E+11 -142.6037 11970. 0.000 176.148 0.0297 17769911. 18635. -0.001263 0.000 6.431E+11 -131.9978 12439. 0.000 178.944 0.0262 17824303. 18281. -0.001186 0.000 6.410E+11 -121.1678 12908. 0.000 181.740 0.0230 17877570. 17957. -0.001108 0.000 6.390E+11 -110.2290 13377. 0.000 184.536 0.0201 17929796. 17664. -0.001029 0.000 6.370E+11 -99.2975 13846. 0.000 187.332 0.0173 17981065. 17402. -0.000950 0.000 6.351E+11 -88.4901 14315. 0.000 190.128 0.0147 18031461. 17169. -0.000871 0.000 6.332E+11 -77.9244 14784. 0.000

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 192.924 0.0124 18081065. 16966. -0.000791 0.000 6.313E+11 -67.7188 15253. 0.000 195.720 0.0103 18129957. -26382. -0.000711 0.000 6.295E+11 -30939. 8388000. 0.000 198.516 0.008438 17936793. -105025. -0.000631 0.000 6.367E+11 -25315. 8388000. 0.000 201.312 0.006784 17545547. -168866. -0.000554 0.000 6.520E+11 -20351. 8388000. 0.000 204.108 0.005339 16995034. -219710. -0.000481 0.000 6.753E+11 -16018. 8388000. 0.000 206.904 0.004092 16319136. -259264. -0.000414 0.000 7.070E+11 -12276. 8388000. 0.000 209.700 0.003025 15547124. -289111. -0.000353 0.000 7.481E+11 -9074.3098 8388000. 0.000 212.496 0.002120 14704041. -310689. -0.000298 0.000 7.997E+11 -6360.4533 8388000. 0.000 215.292 0.001359 13811115. -325282. -0.000250 0.000 8.631E+11 -4077.8347 8388000. 0.000 218.088 0.000724 12886209. -334017. -0.000208 0.000 9.386E+11 -2170.5174 8388000. 0.000 220.884 0.000195 11944246. -337870. -0.000173 0.000 1.025E+12 -585.1831 8388000. 0.000 223.680 -0.000242 10997634. -337671. -0.000146 0.000 1.531E+12 726.9762 8388000. 0.000 226.476 -0.000624 10056659. -334040. -0.000127 0.000 1.534E+12 1870.7202 8388000. 0.000 229.272 -0.000954 9130266. -327425. -0.000110 0.000 1.537E+12 2860.7337 8388000. 0.000 232.068 -0.001237 8226200. -318237. -9.394E-05 0.000 1.538E+12 3711.3846 8388000. 0.000 234.864 -0.001479 7351114. -306846. -7.979E-05 0.000 1.540E+12 4436.6164 8388000. 0.000 237.660 -0.001683 6510681. -293584. -6.720E-05 0.000 1.540E+12 5049.8610 8388000. 0.000 240.456 -0.001855 5709698. -278746. -5.611E-05 0.000 1.541E+12 5563.9701 8388000. 0.000 243.252 -0.001997 4952189. -262592. -4.644E-05 0.000 1.541E+12 5991.1612 8388000. 0.000 246.048 -0.002114 4241496. -245349. -3.809E-05 0.000 1.541E+12 6342.9744 8388000. 0.000 248.844 -0.002210 3580372. -227212. -3.100E-05 0.000 1.541E+12 6630.2328 8388000. 0.000 251.640 -0.002288 2971066. -208349. -2.506E-05 0.000 1.541E+12 6863.0026 8388000. 0.000 254.436 -0.002350 2415400. -188898. -2.017E-05 0.000 1.541E+12 7050.5594 8388000. 0.000 257.232 -0.002400 1914842. -168974. -1.624E-05 0.000 1.541E+12 7201.3605 8388000. 0.000 260.028 -0.002441 1470574. -148668. -1.317E-05 0.000 1.541E+12 7323.0242 8388000. 0.000 262.824 -0.002474 1083549. -128054. -1.085E-05 0.000 1.541E+12 7422.3111 8388000. 0.000 265.620 -0.002502 754543. -107186. -9.187E-06 0.000 1.541E+12 7505.1107 8388000. 0.000 268.416 -0.002525 484207. -86102. -8.063E-06 0.000 1.541E+12 7576.4293 8388000. 0.000 271.212 -0.002547 273098. -64829. -7.376E-06 0.000 1.541E+12 7640.3802 8388000. 0.000 274.008 -0.002567 121718. -43383. -7.018E-06 0.000 1.541E+12 7700.1757 8388000. 0.000 276.804 -0.002586 30534. -21772. -6.880E-06 0.000 1.541E+12 7758.1192 8388000. 0.000 279.600 -0.002605 0.000 0.000 -6.853E-06 0.000 1.541E+12 7815.5981 4194000. 0.000





Page 26

Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6oPile-head conditions are Shear and Moment (BC Type 1)


Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.2790 8221282. 25105. -0.002079 0.000 1.539E+12 0.000 0.000 0.000 2.796 0.2732 8296184. 25105. -0.002064 0.000 1.539E+12 0.000 0.000 0.000 5.592 0.2674 8371052. 25105. -0.002049 0.000 1.539E+12 0.000 0.000 0.000 8.388 0.2617 8445885. 25105. -0.002034 0.000 1.539E+12 0.000 0.000 0.000 11.184 0.2561 8520683. 25105. -0.002018 0.000 1.538E+12 0.000 0.000 0.000 13.980 0.2504 8595446. 25105. -0.002003 0.000 1.538E+12 0.000 0.000 0.000 16.776 0.2449 8670173. 25105. -0.001987 0.000 1.538E+12 0.000 0.000 0.000 19.572 0.2393 8744865. 25105. -0.001971 0.000 1.538E+12 0.000 0.000 0.000 22.368 0.2338 8819521. 25105. -0.001955 0.000 1.538E+12 0.000 0.000 0.000 25.164 0.2284 8894140. 25105. -0.001939 0.000 1.538E+12 0.000 0.000 0.000 27.960 0.2230 8968722. 25105. -0.001923 0.000 1.537E+12 0.000 0.000 0.000 30.756 0.2176 9043268. 25105. -0.001907 0.000 1.537E+12 0.000 0.000 0.000 33.552 0.2123 9117775. 25105. -0.001890 0.000 1.537E+12 0.000 0.000 0.000 36.348 0.2071 9192246. 25105. -0.001873 0.000 1.537E+12 0.000 0.000 0.000 39.144 0.2019 9266678. 25105. -0.001857 0.000 1.537E+12 0.000 0.000 0.000 41.940 0.1967 9341072. 25105. -0.001840 0.000 1.537E+12 0.000 0.000 0.000 44.736 0.1916 9415427. 25105. -0.001823 0.000 1.536E+12 0.000 0.000 0.000 47.532 0.1865 9489743. 25105. -0.001805 0.000 1.536E+12 0.000 0.000 0.000 50.328 0.1815 9564021. 25105. -0.001788 0.000 1.536E+12 0.000 0.000 0.000 53.124 0.1765 9638258. 25105. -0.001771 0.000 1.536E+12 0.000 0.000 0.000 55.920 0.1716 9712456. 25105. -0.001753 0.000 1.536E+12 0.000 0.000 0.000 58.716 0.1667 9786613. 25105. -0.001735 0.000 1.536E+12 0.000 0.000 0.000 61.512 0.1619 9860730. 25105. -0.001717 0.000 1.535E+12 0.000 0.000 0.000 64.308 0.1571 9934807. 25105. -0.001699 0.000 1.535E+12 0.000 0.000 0.000 67.104 0.1524 10008842. 25105. -0.001681 0.000 1.535E+12 0.000 0.000 0.000 69.900 0.1477 10082835. 25105. -0.001663 0.000 1.535E+12 0.000 0.000 0.000 72.696 0.1431 10156787. 25105. -0.001645 0.000 1.535E+12 0.000 0.000 0.000 75.492 0.1385 10230697. 25105. -0.001626 0.000 1.534E+12 0.000 0.000 0.000 78.288 0.1340 10304564. 25105. -0.001607 0.000 1.534E+12 0.000 0.000 0.000 81.084 0.1295 10378389. 25105. -0.001588 0.000 1.534E+12 0.000 0.000 0.000 83.880 0.1251 10452171. 25105. -0.001569 0.000 1.534E+12 0.000 0.000 0.000 86.676 0.1207 10525909. 25105. -0.001550 0.000 1.534E+12 0.000 0.000 0.000 89.472 0.1164 10599604. 25105. -0.001531 0.000 1.533E+12 0.000 0.000 0.000 92.268 0.1122 10673255. 25105. -0.001512 0.000 1.533E+12 0.000 0.000 0.000 95.064 0.1080 10746862. 25105. -0.001492 0.000 1.533E+12 0.000 0.000 0.000 97.860 0.1038 10820424. 25105. -0.001472 0.000 1.533E+12 0.000 0.000 0.000 100.656 0.0997 10893941. 25105. -0.001453 0.000 1.532E+12 0.000 0.000 0.000 103.452 0.0957 10967414. 25093. -0.001433 0.000 1.532E+12 -8.3379 243.5875 0.000 106.248 0.0917 11040775. 25049. -0.001413 0.000 1.532E+12 -23.3797 712.6445 0.000 109.044 0.0878 11113908. 24964. -0.001392 0.000 1.532E+12 -37.1107 1181.7014 0.000 111.840 0.0839 11186705. 24843. -0.001372 0.000 1.531E+12 -49.5596 1650.7584 0.000 114.636 0.0801 11259067. 24689. -0.001351 0.000 1.531E+12 -60.7550 2119.8154 0.000 117.432 0.0764 11330908. 24505. -0.001331 0.000 1.531E+12 -70.7262 2588.8723 0.000 120.228 0.0727 11402150. 24295. -0.001310 0.000 1.531E+12 -79.5025 3057.9293 0.000 123.024 0.0691 11472722. 24062. -0.001289 0.000 1.531E+12 -87.1134 3526.9862 0.000 125.820 0.0655 11542566. 23810. -0.001264 0.000 1.074E+12 -93.5888 3996.0432 0.000

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 128.616 0.0620 11611609. 23540. -0.001233 0.000 1.057E+12 -98.9988 4465.1002 0.000 131.412 0.0586 11679809. 23257. -0.001202 0.000 1.045E+12 -103.3891 4934.1571 0.000 134.208 0.0553 11747130. 22964. -0.001171 0.000 1.036E+12 -106.8055 5403.2141 0.000 137.004 0.0520 11813544. 22662. -0.001139 0.000 1.030E+12 -109.2949 5872.2710 0.000 139.800 0.0489 11879030. 22354. -0.001107 0.000 1.023E+12 -110.9041 6341.3280 0.000 142.596 0.0459 11943576. 22043. -0.001074 0.000 1.017E+12 -111.6808 6810.3850 0.000 145.392 0.0429 12007174. 21730. -0.001041 0.000 1.011E+12 -111.6737 7279.4419 0.000 148.188 0.0400 12069823. 21419. -0.001008 0.000 1.005E+12 -110.9315 7748.4989 0.000 150.984 0.0373 12131529. 21111. -0.000974 0.000 9.990E+11 -109.5043 8217.5558 0.000 153.780 0.0346 12192302. 20808. -0.000940 0.000 9.933E+11 -107.4425 8686.6128 0.000 156.576 0.0320 12252157. 20511. -0.000905 0.000 9.877E+11 -104.7972 9155.6698 0.000 159.372 0.0295 12311113. 20222. -0.000870 0.000 9.823E+11 -101.6203 9624.7267 0.000 162.168 0.0271 12369196. 19943. -0.000835 0.000 9.768E+11 -97.9641 10094. 0.000 164.964 0.0249 12426432. 19675. -0.000800 0.000 9.714E+11 -93.8818 10563. 0.000 167.760 0.0227 12482853. 19419. -0.000764 0.000 9.663E+11 -89.4272 11032. 0.000 170.556 0.0206 12538493. 19175. -0.000727 0.000 9.613E+11 -84.6548 11501. 0.000 173.352 0.0186 12593389. 18946. -0.000691 0.000 9.564E+11 -79.6194 11970. 0.000 176.148 0.0167 12647578. 18731. -0.000654 0.000 9.514E+11 -74.3767 12439. 0.000 178.944 0.0149 12701101. 18530. -0.000616 0.000 9.466E+11 -68.9832 12908. 0.000 181.740 0.0133 12754000. 18345. -0.000579 0.000 9.420E+11 -63.4956 13377. 0.000 184.536 0.0117 12806316. 18175. -0.000541 0.000 9.374E+11 -57.9717 13846. 0.000 187.332 0.0102 12858092. 18021. -0.000502 0.000 9.330E+11 -52.4694 14315. 0.000 190.128 0.008898 12909371. 17882. -0.000464 0.000 9.284E+11 -47.0476 14784. 0.000 192.924 0.007656 12960193. 17757. -0.000425 0.000 9.240E+11 -41.7656 15253. 0.000 195.720 0.006524 13010600. -9661.0391 -0.000385 0.000 9.197E+11 -19571. 8388000. 0.000 198.516 0.005502 12907919. -60097. -0.000346 0.000 9.285E+11 -16506. 8388000. 0.000 201.312 0.004589 12676111. -102419. -0.000308 0.000 9.489E+11 -13768. 8388000. 0.000 204.108 0.003781 12336589. -137523. -0.000272 0.000 9.798E+11 -11342. 8388000. 0.000 206.904 0.003071 11908318. -166258. -0.000238 0.000 1.020E+12 -9212.1020 8388000. 0.000 209.700 0.002452 11407957. -189419. -0.000211 0.000 1.531E+12 -7355.7137 8388000. 0.000 212.496 0.001891 10850043. -207635. -0.000191 0.000 1.532E+12 -5674.1055 8388000. 0.000 215.292 0.001386 10247727. -221381. -0.000171 0.000 1.534E+12 -4158.5429 8388000. 0.000 218.088 0.000933 9612859. -231109. -0.000153 0.000 1.536E+12 -2799.6262 8388000. 0.000 220.884 0.000529 8956064. -237242. -0.000136 0.000 1.537E+12 -1587.4800 8388000. 0.000 223.680 0.000171 8286823. -240177. -0.000121 0.000 1.539E+12 -511.9489 8388000. 0.000 226.476 -0.000146 7613544. -240281. -0.000106 0.000 1.540E+12 437.2827 8388000. 0.000 229.272 -0.000424 6943653. -237894. -9.304E-05 0.000 1.541E+12 1270.5596 8388000. 0.000 232.068 -0.000666 6283666. -233324. -8.104E-05 0.000 1.541E+12 1998.1322 8388000. 0.000 234.864 -0.000877 5639273. -226854. -7.022E-05 0.000 1.541E+12 2630.0755 8388000. 0.000 237.660 -0.001059 5015419. -218737. -6.056E-05 0.000 1.541E+12 3176.2130 8388000. 0.000 240.456 -0.001215 4416374. -209199. -5.201E-05 0.000 1.542E+12 3646.0442 8388000. 0.000 243.252 -0.001350 3845814. -198442. -4.452E-05 0.000 1.542E+12 4048.6883 8388000. 0.000 246.048 -0.001464 3306889. -186641. -3.803E-05 0.000 1.542E+12 4392.8297 8388000. 0.000 248.844 -0.001562 2802293. -173947. -3.249E-05 0.000 1.542E+12 4686.6689 8388000. 0.000 251.640 -0.001646 2334323. -160492. -2.783E-05 0.000 1.542E+12 4937.8835 8388000. 0.000 254.436 -0.001718 1904946. -146384. -2.399E-05 0.000 1.542E+12 5153.5927 8388000. 0.000 257.232 -0.001780 1515850. -131714. -2.089E-05 0.000 1.542E+12 5340.3283 8388000. 0.000 260.028 -0.001835 1168497. -116554. -1.845E-05 0.000 1.542E+12 5504.0087 8388000. 0.000 262.824 -0.001883 864166. -100960. -1.661E-05 0.000 1.542E+12 5649.9173 8388000. 0.000 265.620 -0.001928 604002. -84978. -1.528E-05 0.000 1.542E+12 5782.6828 8388000. 0.000 268.416 -0.001969 389041. -68636. -1.438E-05 0.000 1.542E+12 5906.2621 8388000. 0.000 271.212 -0.002008 220252. -51958. -1.383E-05 0.000 1.542E+12 6023.9245 8388000. 0.000 274.008 -0.002046 98555. -34955. -1.354E-05 0.000 1.542E+12 6138.2372 8388000. 0.000 276.804 -0.002084 24843. -17635. -1.343E-05 0.000 1.542E+12 6251.0509 8388000. 0.000 279.600 -0.002121 0.000 0.000 -1.340E-05 0.000 1.542E+12 6363.4868 4194000. 0.000

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o* This analysis makes computations of pile response using nonlinear moment-curvature relationships. The above values of total stress are computed for combined axial stress and do not equal the actual stresses in concrete and steel in the range of nonlinear bending.






Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 29513. M = 8206302. 836900. 0.31276135 13853155. -256134. 0.00000000 2 1 V = 28086. M = 9420679. 921300. 0.33505571 14816052. -273812. 0.00000000 3 1 V = 33476. M = 8563445. 852600. 0.36323354 14977563. -277393. 0.00000000 4 1 V = 30516. M = 12312760. 819300. 0.60527103 18129957. -337870. 0.00000000 5 1 V = 25105. M = 8221282. 812800. 0.27898482 13010600. -240281. 0.00000000


Top y Shear React. Mom. React. K22 K32 in lbs in-lbs lbs/in in-lbs/in ------------ -------------- -------------- -------------- -------------- 0.0020284 2951.300043980 343284. 1454992. 169239136. 0.0061061 8884.298262045 1033387. 1454992. 169239051. 0.0096780 14081. 1637875. 1454974. 169236498. 0.0122124 17769. 2066766. 1454958. 169234465.

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Route 609 Drilled Shafts Pier 2 Column 2 service -7ft Socket- 54 inch dia - New Loads.lp6o 0.0141784 20629. 2399437. 1454943. 169232447. 0.0157847 22966. 2671248. 1454931. 169230736. 0.0171428 24941. 2901060. 1454921. 169229331. 0.0183193 26653. 3100132. 1454910. 169227907. 0.0193570 28163. 3275725. 1454900. 169226524. 0.0202854 29513. 3432798. 1454890. 169225224.




Page 30

Lateral D

eflection

(inch

es)

Ro

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ridg

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olu

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2 - Service L

imit S

tateDepth (ft)

-0.10

0.10.2

0.30.4

0.50.6

0.7

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Case 1

Case 2

Case 3

Case 4

Case 5

Ben

din

g M

om

ent (in

-kips)

Ro

ute 609 B

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olu

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tateDepth (ft)

02000

40006000

80001E

41.2E

41.4E

41.6E

41.8E

4

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Case 1

Case 2

Case 3

Case 4

Case 5

Sh

ear Fo

rce (kips)

Ro

ute 609 B

ridg

e Rep

lacemen

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olu

mn

2 - Service L

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tateDepth (ft)

-400-350

-300-250

-200-150

-100-50

050

100

024681012141618202224

Case 1

Case 2

Case 3

Case 4

Case 5

Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o================================================================================




================================================================================




Path to file locations: P:\PR50425\doc\Report\Lpile Analysis\Name of input data file: Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6dName of output file: Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6oName of plot output file: Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6pName of runtime file: Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6r


Date: March 19, 2013 Time: 9:49:25

-------------------------------------------------------------------------------- Problem Title--------------------------------------------------------------------------------

Project Name: Route 609 over Appomatox River Job Number: 0609-004-627 Client: Volkert, Inc. Engineer: chan Tin Description: Lateral load analysis for Drilled Pier 2 - Column #2 - Strength

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o

-------------------------------------------------------------------------------- Program Options--------------------------------------------------------------------------------














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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 2 23.300000 54.0000000


Section No. 1:














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-------------------------------------------------------------------------------- Summary of Soil Properties-------------------------------------------------------------------------------

Layer Soil Type Depth Eff. Unit Friction qu kpy Num. (p-y Curve Criteria) ft Wt., pcf Ang., deg. psi pci ----- ------------------------ ---------- ------------ -------------- ----------- ---------- 1 Sand (Reese, et al.) 8.500 62.600 32.000 -- 60.000 16.300 62.600 32.000 -- 60.000 2 Vuggy Limestone 16.300 77.600 -- 3000.000 -- 25.000 77.600 -- 3000.000 --

-------------------------------------------------------------------------------- Loading Type--------------------------------------------------------------------------------








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Section No. 1:









Page 5

Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o kips ------ ------------------ 1 734.000 2 1073.000 3 1142.000 4 1260.000




Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 969.1059250 1550569480. 159.9983047 0.0001000 0.0000662 0.3554685 2.8950755 0.000001250 1938.1214576 1550497166. 93.5497209 0.0001169 0.0000494 0.4129819 3.3813899 0.000001875 2906.9899795 1550394656. 71.4226760 0.0001339 0.0000327 0.4700051 3.8689268 0.000002500 3875.6379480 1550255179. 60.3760189 0.0001509 0.0000159 0.5265335 4.3576864 0.000003125 4843.9917931 1550077374. 53.7615205 0.0001680 -0.000000745 0.5825623 4.8476691 0.000003750 5811.6008582 1549760229. 49.3626396 0.0001851 -0.0000174 0.6380810 5.3388245 0.000004375 6776.5686744 1548929983. 46.2277570 0.0002022 -0.0000340 0.6930558 5.8308904 0.000005000 7737.2535812 1547450716. 43.8810809 0.0002194 -0.0000506 0.7474548 6.3236067 0.000005625 8692.7226668 1545372919. 42.0588339 0.0002366 -0.0000672 0.8012567 6.8168035 0.000006250 9642.4534323 1542792549. 40.6030928 0.0002538 -0.0000837 0.8544483 7.3103731 0.000006875 10586. 1539799994. 39.4135310 0.0002710 -0.0001003 0.9070202 7.8042415 0.000007500 10586. 1411483327. 36.4708266 0.0002735 -0.0001315 0.9143595 7.8736798 C 0.000008125 10586. 1302907687. 35.3092392 0.0002869 -0.0001519 0.9545511 8.2561208 C 0.000008750 10586. 1209842852. 34.2820565 0.0003000 -0.0001725 0.9935227 8.6305593 C 0.000009375 10586. 1129186662. 33.3645875 0.0003128 -0.0001935 1.0313597 8.9975910 C 0.0000100 10586. 1058612496. 32.5414984 0.0003254 -0.0002146 1.0682382 9.3587344 C 0.0000106 10844. 1020617572. 31.7963385 0.0003378 -0.0002359 1.1041815 9.7140531 C 0.0000113 11136. 989904910. 31.1190802 0.0003501 -0.0002574 1.1393026 10.0645124 C 0.0000119 11417. 961459285. 30.4995011 0.0003622 -0.0002791 1.1736322 10.4102844 C 0.0000125 11688. 935025265. 29.9294750 0.0003741 -0.0003009 1.2072019 10.7515597 C 0.0000131 11950. 910474421. 29.4040300 0.0003859 -0.0003228 1.2401018 11.0891402 C 0.0000138 12204. 887597583. 28.9174169 0.0003976 -0.0003449 1.2723546 11.4231575 C 0.0000144 12452. 866211499. 28.4647000 0.0004092 -0.0003671 1.3039749 11.7536655 C 0.0000150 12693. 846223005. 28.0431125 0.0004206 -0.0003894 1.3350324 12.0813039 C 0.0000156 12930. 827526954. 27.6499862 0.0004320 -0.0004117 1.3655799 12.4065563 C 0.0000163 13163. 810017271. 27.2828433 0.0004433 -0.0004342 1.3956587 12.7298024 C 0.0000169 13390. 793464179. 26.9360837 0.0004545 -0.0004567 1.4251523 -13.1122729 C 0.0000175 13614. 777949343. 26.6118003 0.0004657 -0.0004793 1.4542665 -13.7624863 C 0.0000181 13835. 763303120. 26.3060124 0.0004768 -0.0005020 1.4829259 -14.4147334 C 0.0000188 14052. 749454115. 26.0169792 0.0004878 -0.0005247 1.5111410 -15.0689551 C

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 0.0000194 14267. 736376169. 25.7444646 0.0004988 -0.0005475 1.5389855 -15.7243727 C 0.0000200 14479. 723951510. 25.4853637 0.0005097 -0.0005703 1.5663834 -16.3818891 C 0.0000206 14689. 712180537. 25.2402096 0.0005206 -0.0005932 1.5934309 -17.0404558 C 0.0000213 14896. 700997336. 25.0073303 0.0005314 -0.0006161 1.6201072 -17.7003452 C 0.0000219 15101. 690330454. 24.7849724 0.0005422 -0.0006391 1.6463778 -18.3620018 C 0.0000225 15305. 680237575. 24.5754882 0.0005529 -0.0006621 1.6724245 -19.0233189 C 0.0000231 15506. 670518047. 24.3724689 0.0005636 -0.0006851 1.6979463 -19.6878943 C 0.0000238 15706. 661288803. 24.1804729 0.0005743 -0.0007082 1.7232396 -20.3522367 C 0.0000244 15905. 652492401. 23.9978992 0.0005849 -0.0007313 1.7482604 -21.0168787 C 0.0000256 16296. 635928750. 23.6528040 0.0006061 -0.0007776 1.7971618 -22.3511162 C 0.0000269 16682. 620740632. 23.3370948 0.0006272 -0.0008241 1.8449226 -23.6874705 C 0.0000281 17065. 606741463. 23.0466584 0.0006482 -0.0008706 1.8915407 -25.0261004 C 0.0000294 17442. 593768813. 22.7773386 0.0006691 -0.0009172 1.9369673 -26.3677985 C 0.0000306 17816. 581746252. 22.5287459 0.0006899 -0.0009638 1.9813610 -27.7106137 C 0.0000319 18186. 570551136. 22.2976048 0.0007107 -0.0010105 2.0246712 -29.0553203 C 0.0000331 18553. 560087866. 22.0817865 0.0007315 -0.0010573 2.0668967 -30.4020650 C 0.0000344 18918. 550341770. 21.8829604 0.0007522 -0.0011040 2.1082771 -31.7475175 C 0.0000356 19278. 541140301. 21.6937422 0.0007728 -0.0011509 2.1484160 -33.0974591 C 0.0000369 19637. 532515760. 21.5181688 0.0007935 -0.0011978 2.1876883 -34.4465269 C 0.0000381 19993. 524417613. 21.3552905 0.0008142 -0.0012446 2.2261175 -35.7942881 C 0.0000394 20346. 516730744. 21.1996081 0.0008347 -0.0012915 2.2633902 -37.1456414 C 0.0000406 20697. 509468620. 21.0538188 0.0008553 -0.0013384 2.2997655 -38.4966258 C 0.0000419 21047. 502604683. 20.9178286 0.0008759 -0.0013853 2.3352991 -39.8462806 C 0.0000431 21394. 496103951. 20.7907954 0.0008966 -0.0014321 2.3699854 -41.1945926 C 0.0000444 21739. 489884047. 20.6679448 0.0009171 -0.0014791 2.4035261 -42.5467325 C 0.0000456 22081. 483972307. 20.5528303 0.0009377 -0.0015260 2.4362224 -43.8975426 C 0.0000469 22422. 478344047. 20.4448683 0.0009584 -0.0015729 2.4680706 -45.2469758 C 0.0000481 22762. 472976851. 20.3435117 0.0009790 -0.0016197 2.4990649 -46.5950176 C 0.0000494 23100. 467849921. 20.2482083 0.0009998 -0.0016665 2.5291951 -47.9417403 C 0.0000506 23435. 462913400. 20.1554690 0.0010204 -0.0017134 2.5582380 -49.2916081 C 0.0000519 23768. 458185731. 20.0681559 0.0010410 -0.0017602 2.5864240 -50.6400365 C 0.0000531 24100. 453651860. 19.9858965 0.0010618 -0.0018070 2.6137472 -51.9870093 C 0.0000544 24431. 449298109. 19.9083529 0.0010825 -0.0018537 2.6402012 -53.3325096 C 0.0000556 24759. 445112024. 19.8352178 0.0011033 -0.0019004 2.6657799 -54.6765204 C 0.0000569 25087. 441082242. 19.7662111 0.0011242 -0.0019470 2.6904769 -56.0190241 C 0.0000581 25412. 437195598. 19.7007321 0.0011451 -0.0019936 2.7142629 -57.3605846 C 0.0000594 25735. 433429295. 19.6368438 0.0011659 -0.0020403 2.7370228 -58.7041531 C 0.0000606 26056. 429792179. 19.5764880 0.0011868 -0.0020869 2.7588948 -60.0000000 CY 0.0000619 26376. 426276117. 19.5194618 0.0012078 -0.0021335 2.7798723 -60.0000000 CY 0.0000631 26694. 422873614. 19.4655788 0.0012288 -0.0021800 2.7999482 -60.0000000 CY 0.0000644 27010. 419577751. 19.4146673 0.0012498 -0.0022264 2.8191153 -60.0000000 CY 0.0000656 27325. 416382128. 19.3665691 0.0012709 -0.0022728 2.8373665 -60.0000000 CY 0.0000669 27638. 413280821. 19.3211378 0.0012921 -0.0023191 2.8546943 -60.0000000 CY 0.0000681 27950. 410268329. 19.2782385 0.0013133 -0.0023654 2.8710911 -60.0000000 CY 0.0000694 28259. 407339543. 19.2377459 0.0013346 -0.0024116 2.8865492 -60.0000000 CY 0.0000706 28567. 404489708. 19.1995443 0.0013560 -0.0024578 2.9010608 -60.0000000 CY 0.0000719 28873. 401712998. 19.1632485 0.0013774 -0.0025039 2.9146055 -60.0000000 CY 0.0000731 29177. 399000959. 19.1278488 0.0013987 -0.0025500 2.9271391 -60.0000000 CY 0.0000744 29479. 396356203. 19.0945089 0.0014202 -0.0025961 2.9387124 -60.0000000 CY 0.0000794 30669. 386376104. 18.9799940 0.0015065 -0.0027797 2.9752242 -60.0000000 CY 0.0000844 31731. 376076830. 18.8735527 0.0015925 -0.0029638 2.9954119 -60.0000000 CY 0.0000894 32474. 363346607. 18.7345435 0.0016744 -0.0031519 2.9988808 -60.0000000 CY 0.0000944 33103. 350756660. 18.6027236 0.0017556 -0.0033406 2.9999680 -60.0000000 CY 0.0000994 33679. 338912706. 18.4841016 0.0018369 -0.0035294 2.9983610 -60.0000000 CY 0.0001044 34063. 326349380. 18.3474793 0.0019150 -0.0037212 2.9990847 -60.0000000 CY 0.0001094 34387. 314399746. 18.2215097 0.0019930 -0.0039133 2.9993259 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 0.0001144 34699. 303380283. 18.1136351 0.0020717 -0.0041045 2.9992957 -60.0000000 CY 0.0001194 34997. 293167419. 18.0169067 0.0021508 -0.0042955 2.9989389 60.0000000 CY 0.0001244 35283. 283685744. 17.9326973 0.0022304 -0.0044859 2.9980896 60.0000000 CY 0.0001294 35546. 274748345. 17.8564546 0.0023102 -0.0046761 2.9973150 60.0000000 CY 0.0001344 35729. 265888194. 17.7710643 0.0023880 -0.0048683 2.9999371 60.0000000 CY 0.0001394 35846. 257187795. 17.6791543 0.0024640 -0.0050622 2.9986193 60.0000000 CY 0.0001444 35957. 249055352. 17.5967639 0.0025405 -0.0052557 2.9978386 60.0000000 CY 0.0001494 36063. 241429186. 17.5210863 0.0026172 -0.0054490 2.9993181 60.0000000 CY 0.0001544 36164. 234262327. 17.4498049 0.0026938 -0.0056424 2.9962147 60.0000000 CY 0.0001594 36261. 227522458. 17.3857867 0.0027709 -0.0058354 2.9993228 60.0000000 CY 0.0001644 36355. 221172739. 17.3282196 0.0028483 -0.0060279 2.9965782 60.0000000 CY 0.0001694 36446. 215178992. 17.2765216 0.0029262 -0.0062200 2.9987343 60.0000000 CY 0.0001744 36534. 209514523. 17.2298235 0.0030045 -0.0064118 2.9988502 60.0000000 CY 0.0001794 36619. 204147928. 17.1881501 0.0030831 -0.0066031 2.9969831 60.0000000 CY 0.0001844 36702. 199061811. 17.1503704 0.0031621 -0.0067942 2.9997578 60.0000000 CY 0.0001894 36782. 194230131. 17.1166427 0.0032415 -0.0069848 2.9952565 60.0000000 CY 0.0001944 36859. 189630528. 17.0859146 0.0033211 -0.0071752 2.9977872 60.0000000 CY 0.0001994 36932. 185238096. 17.0569237 0.0034007 -0.0073655 2.9999035 60.0000000 CY 0.0002044 36991. 180996125. 17.0268134 0.0034799 -0.0075564 2.9947417 60.0000000 CY 0.0002094 37033. 176876280. 16.9916965 0.0035576 -0.0077486 2.9966588 60.0000000 CY 0.0002144 37062. 172886115. 16.9521282 0.0036341 -0.0079421 2.9992810 60.0000000 CY 0.0002194 37077. 169011387. 16.9092338 0.0037095 -0.0081368 2.9994161 60.0000000 CY 0.0002244 37089. 165297391. 16.8688664 0.0037850 -0.0083313 2.9935506 60.0000000 CY 0.0002294 37089. 161694178. 16.8804863 0.0038720 -0.0085143 2.9968357 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 945.9802075 1513568332. 223.6651491 0.0001398 0.0001060 0.4909104 4.0490371 0.000001250 1891.8601143 1513488091. 125.3843606 0.0001567 0.0000892 0.5469285 4.5353956 0.000001875 2837.5894704 1513381051. 92.6471222 0.0001737 0.0000725 0.6024558 5.0230060 0.000002500 3783.0929611 1513237184. 76.2957747 0.0001907 0.0000557 0.6574877 5.5118687 0.000003125 4728.2952422 1513054477. 66.4987874 0.0002078 0.0000391 0.7120192 6.0019839 0.000003750 5673.1209301 1512832248. 59.9789842 0.0002249 0.0000224 0.7660454 6.4933520 0.000004375 6617.4945919 1512570192. 55.3318619 0.0002421 0.000005827 0.8195614 6.9859737 0.000005000 7561.2935098 1512258702. 51.8551260 0.0002593 -0.0000107 0.8725617 7.4798433 0.000005625 8503.6090397 1511752718. 49.1579369 0.0002765 -0.0000272 0.9250292 7.9748447 0.000006250 9442.9614165 1510873827. 47.0052562 0.0002938 -0.0000437 0.9769372 8.4707652 0.000006875 10378. 1509559698. 45.2476764 0.0003111 -0.0000602 1.0282635 8.9674242 0.000007500 11309. 1507816731. 43.7858000 0.0003284 -0.0000766 1.0789914 9.4646865 0.000008125 12234. 1505680719. 42.5509697 0.0003457 -0.0000930 1.1291087 9.9624535 0.000008750 13153. 1503196574. 41.4942524 0.0003631 -0.0001094 1.1786064 10.4606541 0.000009375 13153. 1402983469. 39.2662664 0.0003681 -0.0001381 1.1925395 10.6021100 C 0.0000100 13153. 1315297002. 38.2358126 0.0003824 -0.0001576 1.2324246 11.0100855 C 0.0000106 13153. 1237926590. 37.3037015 0.0003964 -0.0001774 1.2711867 11.4110091 C 0.0000113 13277. 1180219655. 36.4563671 0.0004101 -0.0001974 1.3089362 11.8058023 C 0.0000119 13651. 1149572484. 35.6789931 0.0004237 -0.0002176 1.3456461 12.1939718 C 0.0000125 14008. 1120634892. 34.9655533 0.0004371 -0.0002379 1.3814878 12.5771381 C 0.0000131 14349. 1093271480. 34.3074591 0.0004503 -0.0002585 1.4164955 12.9555078 C 0.0000138 14676. 1067309762. 33.6969170 0.0004633 -0.0002792 1.4506751 13.3289830 C 0.0000144 14990. 1042779083. 33.1299320 0.0004762 -0.0003000 1.4841240 13.6984842 C 0.0000150 15294. 1019590582. 32.6018341 0.0004890 -0.0003210 1.5168840 14.0643479 C

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 0.0000156 15588. 997636656. 32.1083284 0.0005017 -0.0003421 1.5489805 14.4267426 C 0.0000163 15873. 976777026. 31.6450182 0.0005142 -0.0003633 1.5804071 14.7854774 C 0.0000169 16149. 956960133. 31.2092591 0.0005267 -0.0003846 1.6112042 15.1408999 C 0.0000175 16418. 938161173. 30.7992687 0.0005390 -0.0004060 1.6414319 15.4936039 C 0.0000181 16681. 920332784. 30.4132168 0.0005512 -0.0004275 1.6711348 15.8440284 C 0.0000188 16938. 903342152. 30.0478419 0.0005634 -0.0004491 1.7002801 16.1917016 C 0.0000194 17188. 887114683. 29.7009260 0.0005755 -0.0004708 1.7288654 16.5365015 C 0.0000200 17435. 871726464. 29.3735618 0.0005875 -0.0004925 1.7570321 16.8800659 C 0.0000206 17675. 856960046. 29.0608981 0.0005994 -0.0005144 1.7846354 17.2205560 C 0.0000213 17912. 842902676. 28.7644327 0.0006112 -0.0005363 1.8118210 17.5596942 C 0.0000219 18144. 829449304. 28.4817663 0.0006230 -0.0005582 1.8385420 17.8968393 C 0.0000225 18373. 816578150. 28.2121794 0.0006348 -0.0005802 1.8648257 18.2322721 C 0.0000231 18598. 804249211. 27.9547557 0.0006465 -0.0006023 1.8906842 18.5660894 C 0.0000238 18821. 792447673. 27.7090401 0.0006581 -0.0006244 1.9161483 18.8986389 C 0.0000244 19039. 781092651. 27.4730902 0.0006697 -0.0006466 1.9411659 19.2291845 C 0.0000256 19469. 759767152. 27.0316647 0.0006927 -0.0006911 1.9901034 19.8872620 C 0.0000269 19890. 740088458. 26.6263155 0.0007156 -0.0007357 2.0376043 -21.1239341 C 0.0000281 20302. 721843696. 26.2520355 0.0007383 -0.0007804 2.0836778 -22.4117147 C 0.0000294 20705. 704837694. 25.9039062 0.0007609 -0.0008253 2.1282895 -23.7043539 C 0.0000306 21102. 689048367. 25.5825901 0.0007835 -0.0008703 2.1716931 -24.9984183 C 0.0000319 21491. 674239358. 25.2815866 0.0008059 -0.0009154 2.2136954 -26.2970021 C 0.0000331 21876. 660403976. 25.0018733 0.0008282 -0.0009606 2.2545183 -27.5969567 C 0.0000344 22254. 647391912. 24.7394355 0.0008504 -0.0010058 2.2940652 -28.8999689 C 0.0000356 22628. 635182783. 24.4947242 0.0008726 -0.0010511 2.3324918 -30.2036942 C 0.0000369 22996. 623631577. 24.2633015 0.0008947 -0.0010965 2.3696381 -31.5109506 C 0.0000381 23362. 612786261. 24.0484686 0.0009168 -0.0011419 2.4058091 -32.8166431 C 0.0000394 23722. 602454161. 23.8429535 0.0009388 -0.0011874 2.4406416 -34.1272715 C 0.0000406 24078. 592698396. 23.6508698 0.0009608 -0.0012329 2.4744711 -35.4369752 C 0.0000419 24433. 583466594. 23.4709523 0.0009828 -0.0012784 2.5072889 -36.7458309 C 0.0000431 24781. 574628695. 23.2978154 0.0010047 -0.0013240 2.5388222 -38.0592508 C 0.0000444 25127. 566245436. 23.1356629 0.0010266 -0.0013696 2.5693887 -39.3710875 C 0.0000456 25471. 558278934. 22.9836038 0.0010486 -0.0014151 2.5989812 -40.6813254 C 0.0000469 25811. 550631912. 22.8371271 0.0010705 -0.0014608 2.6273671 -41.9949992 C 0.0000481 26147. 543323812. 22.6983373 0.0010924 -0.0015064 2.6547158 -43.3085641 C 0.0000494 26482. 536346556. 22.5677135 0.0011143 -0.0015520 2.6810895 -44.6204989 C 0.0000506 26815. 529675172. 22.4446628 0.0011363 -0.0015975 2.7064810 -45.9307856 C 0.0000519 27143. 523244724. 22.3257511 0.0011581 -0.0016431 2.7307170 -47.2437670 C 0.0000531 27469. 517063247. 22.2123515 0.0011800 -0.0016887 2.7539041 -48.5568770 C 0.0000544 27793. 511130048. 22.1052398 0.0012020 -0.0017343 2.7761062 -49.8682936 C 0.0000556 28114. 505427955. 22.0040044 0.0012240 -0.0017798 2.7973152 -51.1779966 C 0.0000569 28434. 499941290. 21.9082702 0.0012460 -0.0018252 2.8175233 -52.4859654 C 0.0000581 28750. 494632017. 21.8157306 0.0012680 -0.0018707 2.8366244 -53.7954903 C 0.0000594 29064. 489496183. 21.7267504 0.0012900 -0.0019162 2.8546536 -55.1055952 C 0.0000606 29375. 484539060. 21.6424632 0.0013121 -0.0019617 2.8716762 -56.4139005 C 0.0000619 29684. 479749398. 21.5625975 0.0013342 -0.0020071 2.8876836 -57.7203827 C 0.0000631 29992. 475116826. 21.4869040 0.0013564 -0.0020524 2.9026671 -59.0250174 C 0.0000644 30297. 470631771. 21.4151530 0.0013786 -0.0020976 2.9166180 -60.0000000 CY 0.0000656 30600. 466285379. 21.3471327 0.0014009 -0.0021428 2.9295271 -60.0000000 CY 0.0000669 30900. 462051868. 21.2807477 0.0014232 -0.0021881 2.9413200 -60.0000000 CY 0.0000681 31197. 457936671. 21.2171369 0.0014454 -0.0022333 2.9520445 -60.0000000 CY 0.0000694 31492. 453939067. 21.1568109 0.0014678 -0.0022785 2.9617163 -60.0000000 CY 0.0000706 31785. 450052390. 21.0996100 0.0014902 -0.0023236 2.9703255 -60.0000000 CY 0.0000719 32076. 446270423. 21.0453860 0.0015126 -0.0023686 2.9778620 -60.0000000 CY 0.0000731 32364. 442587368. 20.9940013 0.0015352 -0.0024136 2.9843156 -60.0000000 CY 0.0000744 32650. 438997803. 20.9453281 0.0015578 -0.0024584 2.9896756 -60.0000000 CY 0.0000794 33772. 425473910. 20.7748795 0.0016490 -0.0026372 2.9999597 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 0.0000844 34851. 413047589. 20.6348252 0.0017411 -0.0028152 2.9999539 -60.0000000 CY 0.0000894 35822. 400801490. 20.5134030 0.0018334 -0.0029929 2.9996614 -60.0000000 CY 0.0000944 36533. 387101563. 20.3755741 0.0019229 -0.0031733 2.9981114 -60.0000000 CY 0.0000994 37076. 373091145. 20.2351950 0.0020109 -0.0033554 2.9992886 -60.0000000 CY 0.0001044 37595. 360189550. 20.1126601 0.0020993 -0.0035370 2.9997987 60.0000000 CY 0.0001094 38015. 347566403. 19.9924063 0.0021867 -0.0037196 2.9999284 60.0000000 CY 0.0001144 38298. 334844897. 19.8626770 0.0022718 -0.0039045 2.9998814 60.0000000 CY 0.0001194 38557. 322987717. 19.7473450 0.0023573 -0.0040889 2.9996542 60.0000000 CY 0.0001244 38803. 311985430. 19.6429378 0.0024431 -0.0042732 2.9989882 60.0000000 CY 0.0001294 39040. 301756950. 19.5496656 0.0025292 -0.0044570 2.9974673 60.0000000 CY 0.0001344 39269. 292231802. 19.4680467 0.0026160 -0.0046402 2.9994046 60.0000000 CY 0.0001394 39488. 283322028. 19.3964956 0.0027034 -0.0048229 2.9994814 60.0000000 CY 0.0001444 39673. 274792562. 19.3260040 0.0027902 -0.0050061 2.9969851 60.0000000 CY 0.0001494 39796. 266418066. 19.2471922 0.0028750 -0.0051912 2.9999134 60.0000000 CY 0.0001544 39879. 258325094. 19.1659776 0.0029587 -0.0053775 2.9971565 60.0000000 CY 0.0001594 39956. 250701432. 19.0860943 0.0030418 -0.0055644 2.9998450 60.0000000 CY 0.0001644 40029. 243522272. 19.0136300 0.0031254 -0.0057509 2.9957428 60.0000000 CY 0.0001694 40100. 236753247. 18.9474209 0.0032092 -0.0059370 2.9993011 60.0000000 CY 0.0001744 40169. 230359080. 18.8869626 0.0032934 -0.0061228 2.9975050 60.0000000 CY 0.0001794 40235. 224307546. 18.8318894 0.0033780 -0.0063083 2.9974587 60.0000000 CY 0.0001844 40300. 218575567. 18.7812318 0.0034628 -0.0064935 2.9998194 60.0000000 CY 0.0001894 40362. 213134202. 18.7350985 0.0035480 -0.0066783 2.9953172 60.0000000 CY 0.0001944 40423. 207963942. 18.6927936 0.0036334 -0.0068628 2.9975255 60.0000000 CY 0.0001994 40482. 203046386. 18.6537932 0.0037191 -0.0070471 2.9997835 60.0000000 CY 0.0002044 40539. 198358341. 18.6170492 0.0038049 -0.0072314 2.9960052 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 941.2046723 1505927476. 236.8125674 0.0001480 0.0001143 0.5184361 4.2873340 0.000001250 1882.3069836 1505845587. 131.9583285 0.0001649 0.0000974 0.5741454 4.7737019 0.000001875 2823.2579918 1505737596. 97.0300551 0.0001819 0.0000807 0.6293639 5.2613280 0.000002500 3763.9820056 1505592802. 79.5832764 0.0001990 0.0000640 0.6840867 5.7502125 0.000003125 4704.4033037 1505409057. 69.1290996 0.0002160 0.0000473 0.7383089 6.2403559 0.000003750 5644.4461250 1505185633. 62.1712277 0.0002331 0.0000306 0.7920257 6.7317585 0.000004375 6584.0346580 1504922208. 57.2112487 0.0002503 0.0000140 0.8452321 7.2244209 0.000005000 7523.0927296 1504618546. 53.4999570 0.0002675 -0.000002500 0.8979233 7.7183438 0.000005625 8461.2608122 1504224144. 50.6208895 0.0002847 -0.0000190 0.9500901 8.2134888 0.000006250 9397.2528529 1503560456. 48.3234143 0.0003020 -0.0000355 1.0017098 8.7096813 0.000006875 10330. 1502514390. 46.4479459 0.0003193 -0.0000519 1.0527584 9.2067280 0.000007500 11258. 1501058126. 44.8882756 0.0003367 -0.0000683 1.1032170 9.7044750 0.000008125 12181. 1499207379. 43.5710338 0.0003540 -0.0000847 1.1530713 10.2028061 0.000008750 13099. 1496996875. 42.4439358 0.0003714 -0.0001011 1.2023106 10.7016362 0.000009375 13099. 1397197084. 40.3763356 0.0003785 -0.0001277 1.2220873 10.9039098 C 0.0000100 13099. 1309872266. 39.3057976 0.0003931 -0.0001469 1.2624622 11.3203811 C 0.0000106 13195. 1241901067. 38.3382700 0.0004073 -0.0001664 1.3017000 11.7297856 C 0.0000113 13615. 1210262687. 37.4587850 0.0004214 -0.0001861 1.3398916 12.1328411 C 0.0000119 14012. 1179927226. 36.6530383 0.0004353 -0.0002060 1.3770445 12.5294088 C 0.0000125 14389. 1151154948. 35.9138623 0.0004489 -0.0002261 1.4133094 12.9209001 C 0.0000131 14748. 1123628010. 35.2296778 0.0004624 -0.0002464 1.4486305 13.3065272 C 0.0000138 15091. 1097514394. 34.5962379 0.0004757 -0.0002668 1.4831428 13.6875874 C 0.0000144 15421. 1072731063. 34.0075971 0.0004889 -0.0002874 1.5168851 14.0643608 C

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 0.0000150 15738. 1049217099. 33.4590230 0.0005019 -0.0003081 1.5499037 14.4372250 C 0.0000156 16045. 1026905702. 32.9464307 0.0005148 -0.0003290 1.5822388 14.8065077 C 0.0000163 16343. 1005716443. 32.4661129 0.0005276 -0.0003499 1.6139190 15.1724182 C 0.0000169 16632. 985581830. 32.0150212 0.0005403 -0.0003710 1.6449766 15.5352198 C 0.0000175 16913. 966451752. 31.5907659 0.0005528 -0.0003922 1.6754523 15.8952887 C 0.0000181 17185. 948117927. 31.1884308 0.0005653 -0.0004135 1.7052605 16.2515001 C 0.0000188 17450. 930685800. 30.8087093 0.0005777 -0.0004348 1.7345412 16.6054232 C 0.0000194 17711. 914120547. 30.4502619 0.0005900 -0.0004563 1.7633397 16.9575347 C 0.0000200 17965. 898231387. 30.1088308 0.0006022 -0.0004778 1.7915556 17.3065219 C 0.0000206 18213. 883068517. 29.7847553 0.0006143 -0.0004994 1.8192873 17.6535130 C 0.0000213 18458. 868619881. 29.4775243 0.0006264 -0.0005211 1.8465897 17.9991369 C 0.0000219 18697. 854702653. 29.1829120 0.0006384 -0.0005429 1.8733296 18.3416285 C 0.0000225 18933. 841482086. 28.9043182 0.0006503 -0.0005647 1.8997385 18.6838927 C 0.0000231 19163. 828685241. 28.6354583 0.0006622 -0.0005866 1.9255635 19.0225854 C 0.0000238 19392. 816522376. 28.3810735 0.0006741 -0.0006084 1.9510986 19.3615019 C 0.0000244 19616. 804743465. 28.1351578 0.0006858 -0.0006305 1.9760873 19.6971834 C 0.0000256 20056. 782654127. 27.6763505 0.0007092 -0.0006745 2.0250018 20.3663443 C 0.0000269 20485. 762231951. 27.2546070 0.0007325 -0.0007188 2.0724109 21.0311282 C 0.0000281 20903. 743211398. 26.8632031 0.0007555 -0.0007632 2.1182382 -21.9132311 C 0.0000294 21313. 725541103. 26.5013405 0.0007785 -0.0008078 2.1626897 -23.1954144 C 0.0000306 21717. 709117224. 26.1671328 0.0008014 -0.0008524 2.2058825 -24.4792714 C 0.0000319 22111. 693668533. 25.8530152 0.0008241 -0.0008972 2.2475727 -25.7687877 C 0.0000331 22500. 679250761. 25.5618518 0.0008467 -0.0009420 2.2880942 -27.0590273 C 0.0000344 22882. 665666401. 25.2880995 0.0008693 -0.0009870 2.3272691 -28.3530195 C 0.0000356 23260. 652918156. 25.0329104 0.0008918 -0.0010320 2.3652964 -29.6476807 C 0.0000369 23631. 640849957. 24.7916139 0.0009142 -0.0010771 2.4020114 -30.9459865 C 0.0000381 24000. 629516836. 24.5675365 0.0009366 -0.0011221 2.4377173 -32.2427486 C 0.0000394 24361. 618701100. 24.3527399 0.0009589 -0.0011674 2.4720240 -33.5451588 C 0.0000406 24720. 608500652. 24.1525384 0.0009812 -0.0012126 2.5053344 -34.8459468 C 0.0000419 25075. 598816483. 23.9635760 0.0010035 -0.0012578 2.5375165 -36.1476010 C 0.0000431 25425. 589569161. 23.7831913 0.0010257 -0.0013031 2.5684734 -37.4522275 C 0.0000444 25773. 580796996. 23.6142443 0.0010479 -0.0013484 2.5984340 -38.7552130 C 0.0000456 26118. 572439216. 23.4546677 0.0010701 -0.0013936 2.6273236 -40.0580490 C 0.0000469 26457. 564411349. 23.3009195 0.0010922 -0.0014390 2.6549782 -41.3645311 C 0.0000481 26794. 556758451. 23.1563546 0.0011144 -0.0014844 2.6816356 -42.6693438 C 0.0000494 27129. 549451528. 23.0202877 0.0011366 -0.0015296 2.7072883 -43.9724691 C 0.0000506 27461. 542432064. 22.8900814 0.0011588 -0.0015749 2.7318158 -45.2768554 C 0.0000519 27788. 535674313. 22.7649651 0.0011809 -0.0016203 2.7552057 -46.5830242 C 0.0000531 28114. 529196098. 22.6468590 0.0012031 -0.0016656 2.7775882 -47.8874640 C 0.0000544 28437. 522977664. 22.5352922 0.0012254 -0.0017109 2.7989552 -49.1901547 C 0.0000556 28758. 517001018. 22.4298368 0.0012477 -0.0017561 2.8192983 -50.4910756 C 0.0000569 29075. 511210397. 22.3271630 0.0012699 -0.0018014 2.8384668 -51.7950543 C 0.0000581 29389. 505623799. 22.2292833 0.0012921 -0.0018467 2.8565784 -53.0983955 C 0.0000594 29702. 500237103. 22.1365878 0.0013144 -0.0018919 2.8736610 -54.3999065 C 0.0000606 30012. 495037492. 22.0487694 0.0013367 -0.0019370 2.8897058 -55.6995634 C 0.0000619 30320. 490013171. 21.9655460 0.0013591 -0.0019821 2.9047038 -56.9973419 C 0.0000631 30625. 485153270. 21.8866584 0.0013816 -0.0020272 2.9186460 -58.2932171 C 0.0000644 30927. 480423530. 21.8095953 0.0014040 -0.0020723 2.9314418 -59.5914056 C 0.0000656 31227. 475834241. 21.7358775 0.0014264 -0.0021173 2.9431569 -60.0000000 CY 0.0000669 31524. 471383702. 21.6659428 0.0014489 -0.0021623 2.9538066 -60.0000000 CY 0.0000681 31819. 467063826. 21.5995978 0.0014715 -0.0022073 2.9633808 -60.0000000 CY 0.0000694 32111. 462867097. 21.5366632 0.0014941 -0.0022521 2.9718696 -60.0000000 CY 0.0000706 32402. 458786519. 21.4769732 0.0015168 -0.0022969 2.9792626 -60.0000000 CY 0.0000719 32690. 454815571. 21.4203737 0.0015396 -0.0023417 2.9855493 -60.0000000 CY 0.0000731 32976. 450948166. 21.3667218 0.0015624 -0.0023863 2.9907188 -60.0000000 CY 0.0000744 33259. 447174061. 21.3152891 0.0015853 -0.0024309 2.9947533 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 0.0000794 34363. 432916762. 21.1301060 0.0016772 -0.0026090 2.9995206 -60.0000000 CY 0.0000844 35425. 419851193. 20.9831611 0.0017705 -0.0027858 2.9994272 -60.0000000 CY 0.0000894 36412. 407409965. 20.8623243 0.0018646 -0.0029617 2.9986672 -60.0000000 CY 0.0000944 37171. 393869530. 20.7299350 0.0019564 -0.0031399 2.9999202 -60.0000000 CY 0.0000994 37713. 379500081. 20.5822370 0.0020454 -0.0033209 2.9980615 -60.0000000 CY 0.0001044 38220. 366183777. 20.4563306 0.0021351 -0.0035011 2.9987101 60.0000000 CY 0.0001094 38679. 353634320. 20.3442144 0.0022251 -0.0036811 2.9990826 60.0000000 CY 0.0001144 38980. 340812685. 20.2168164 0.0023123 -0.0038640 2.9988824 60.0000000 CY 0.0001194 39229. 328622105. 20.0925835 0.0023986 -0.0040477 2.9981297 60.0000000 CY 0.0001244 39468. 317334590. 19.9839797 0.0024855 -0.0042307 2.9974207 60.0000000 CY 0.0001294 39699. 306852095. 19.8889120 0.0025731 -0.0044131 2.9999856 60.0000000 CY 0.0001344 39921. 297086869. 19.8058509 0.0026614 -0.0045948 2.9993360 60.0000000 CY 0.0001394 40136. 287971443. 19.7329919 0.0027503 -0.0047760 2.9972072 60.0000000 CY 0.0001444 40333. 279365930. 19.6630526 0.0028389 -0.0049574 2.9999890 60.0000000 CY 0.0001494 40483. 271016702. 19.5880118 0.0029260 -0.0051403 2.9983310 60.0000000 CY 0.0001544 40580. 262865722. 19.5056256 0.0030112 -0.0053251 2.9995552 60.0000000 CY 0.0001594 40654. 255083287. 19.4256459 0.0030960 -0.0055103 2.9978541 60.0000000 CY 0.0001644 40726. 247759897. 19.3523317 0.0031810 -0.0056952 2.9999614 60.0000000 CY 0.0001694 40794. 240850419. 19.2857825 0.0032665 -0.0058797 2.9960753 60.0000000 CY 0.0001744 40861. 234325861. 19.2247377 0.0033523 -0.0060639 2.9993922 60.0000000 CY 0.0001794 40925. 228152420. 19.1688134 0.0034384 -0.0062478 2.9973223 60.0000000 CY 0.0001844 40985. 222290927. 19.1130726 0.0035240 -0.0064323 2.9970696 60.0000000 CY 0.0001894 41044. 216731881. 19.0615720 0.0036098 -0.0066165 2.9996401 60.0000000 CY 0.0001944 41100. 211449476. 19.0143357 0.0036959 -0.0068003 2.9967629 60.0000000 CY 0.0001994 41156. 206423661. 18.9709497 0.0037823 -0.0069839 2.9961780 60.0000000 CY 0.0002044 41156. 201373541. 18.9767647 0.0038784 -0.0071579 2.9996512 60.0000000 CY


Bending Bending Bending Depth to Max Comp Max Tens Max Concrete Max Steel Run Curvature Moment Stiffness N Axis Strain Strain Stress Stress Msg rad/in. in-kip kip-in2 in in/in in/in ksi ksi ------------- ------------- ------------- ------------- ------------- ------------- ------------- ------------- --- 0.000000625 932.9820437 1492771270. 259.4501087 0.0001622 0.0001284 0.5654748 4.6976395 0.000001250 1865.8581671 1492686534. 143.2775508 0.0001791 0.0001116 0.6206524 5.1840237 0.000001875 2798.5816743 1492576893. 104.5767052 0.0001961 0.0000948 0.6753390 5.6716771 0.000002500 3731.0762165 1492430487. 85.2437913 0.0002131 0.0000781 0.7295296 6.1605999 0.000003125 4663.2654142 1492244933. 73.6580539 0.0002302 0.0000614 0.7832195 6.6507924 0.000003750 5595.0728469 1492019426. 65.9459090 0.0002473 0.0000448 0.8364035 7.1422551 0.000004375 6526.4220428 1491753610. 60.4472500 0.0002645 0.0000282 0.8890768 7.6349886 0.000005000 7457.2364685 1491447294. 56.3320243 0.0002817 0.0000117 0.9412344 8.1289935 0.000005625 8387.4369720 1491099906. 53.1390901 0.0002989 -0.000004843 0.9928713 8.6242703 0.000006250 9316.5937682 1490655003. 50.5914939 0.0003162 -0.0000213 1.0439775 9.1207707 0.000006875 10243. 1489961773. 48.5123949 0.0003335 -0.0000377 1.0945313 9.6183275 0.000007500 11167. 1488927613. 46.7838628 0.0003509 -0.0000541 1.1445110 10.1167652 0.000008125 12086. 1487524776. 45.3243917 0.0003683 -0.0000705 1.1938990 10.6159411 0.000008750 13000. 1485761119. 44.0758876 0.0003857 -0.0000868 1.2426816 11.1157440 0.000009375 13909. 1483661834. 42.9958471 0.0004031 -0.0001032 1.2908482 11.6160897 0.0000100 13909. 1390932970. 41.0844704 0.0004108 -0.0001292 1.3118252 11.8361964 C 0.0000106 13909. 1309113383. 40.0572890 0.0004256 -0.0001481 1.3517996 12.2594584 C 0.0000113 14123. 1255358671. 39.1237170 0.0004401 -0.0001674 1.3906740 12.6760252 C 0.0000119 14558. 1225900470. 38.2694007 0.0004544 -0.0001868 1.4284843 13.0860436 C 0.0000125 14971. 1197685871. 37.4857692 0.0004686 -0.0002064 1.4653609 13.4907163 C 0.0000131 15363. 1170477156. 36.7611094 0.0004825 -0.0002263 1.5012661 13.8894285 C 0.0000138 15737. 1144495262. 36.0904759 0.0004962 -0.0002463 1.5363282 14.2834148 C

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 0.0000144 16095. 1119672167. 35.4672391 0.0005098 -0.0002664 1.5705775 14.6728490 C 0.0000150 16439. 1095950147. 34.8859354 0.0005233 -0.0002867 1.6040453 15.0579318 C 0.0000156 16770. 1073279413. 34.3420368 0.0005366 -0.0003072 1.6367647 15.4388916 C 0.0000163 17089. 1051627267. 33.8319278 0.0005498 -0.0003277 1.6687761 15.8160584 C 0.0000169 17398. 1030972149. 33.3527236 0.0005628 -0.0003484 1.7001264 16.1898578 C 0.0000175 17697. 1011271483. 32.9017051 0.0005758 -0.0003692 1.7308506 16.5605903 C 0.0000181 17989. 992477907. 32.4764568 0.0005886 -0.0003901 1.7609791 16.9285189 C 0.0000188 18273. 974553589. 32.0750360 0.0006014 -0.0004111 1.7905479 17.2939884 C 0.0000194 18549. 957343053. 31.6936936 0.0006141 -0.0004322 1.8194998 17.6561879 C 0.0000200 18817. 940863398. 31.3316593 0.0006266 -0.0004534 1.8478949 18.0157624 C 0.0000206 19081. 925158568. 30.9890288 0.0006391 -0.0004746 1.8758268 18.3738191 C 0.0000213 19338. 910030327. 30.6615387 0.0006516 -0.0004959 1.9031792 18.7287858 C 0.0000219 19590. 895554327. 30.3500125 0.0006639 -0.0005173 1.9300628 19.0820079 C 0.0000225 19838. 881687426. 30.0533128 0.0006762 -0.0005388 1.9564920 19.4336117 C 0.0000231 20080. 868320644. 29.7688015 0.0006884 -0.0005603 1.9824002 19.7826338 C 0.0000238 20319. 855541286. 29.4981310 0.0007006 -0.0005819 2.0079259 20.1308753 C 0.0000244 20553. 843186340. 29.2375156 0.0007127 -0.0006036 2.0329329 20.4764126 C 0.0000256 21011. 819929012. 28.7499422 0.0007367 -0.0006470 2.0817560 21.1641571 C 0.0000269 21456. 798363326. 28.3011602 0.0007606 -0.0006907 2.1289654 21.8467856 C 0.0000281 21889. 778259371. 27.8853012 0.0007843 -0.0007345 2.1745514 22.5237301 C 0.0000294 22310. 759490539. 27.4990838 0.0008078 -0.0007785 2.2185956 23.1957755 C 0.0000306 22724. 741997551. 27.1413983 0.0008312 -0.0008225 2.2612651 23.8651607 C 0.0000319 23129. 725615674. 26.8082772 0.0008545 -0.0008667 2.3025398 -24.8857675 C 0.0000331 23526. 710206313. 26.4960961 0.0008777 -0.0009111 2.3423886 -26.1615691 C 0.0000344 23918. 695788811. 26.2064546 0.0009008 -0.0009554 2.3810560 -27.4375342 C 0.0000356 24300. 682107964. 25.9316635 0.0009238 -0.0009999 2.4182363 -28.7191568 C 0.0000369 24680. 669279820. 25.6766872 0.0009468 -0.0010444 2.4543336 -29.9995113 C 0.0000381 25051. 657065773. 25.4337597 0.0009697 -0.0010891 2.4890049 -31.2850310 C 0.0000394 25419. 645550233. 25.2070277 0.0009925 -0.0011337 2.5225828 -32.5696688 C 0.0000406 25781. 634602148. 24.9922065 0.0010153 -0.0011784 2.5549023 -33.8567130 C 0.0000419 26138. 624186665. 24.7888358 0.0010380 -0.0012232 2.5860106 -35.1454262 C 0.0000431 26493. 614322970. 24.5986461 0.0010608 -0.0012679 2.6160709 -36.4323993 C 0.0000444 26841. 604860363. 24.4157443 0.0010834 -0.0013128 2.6448062 -37.7237830 C 0.0000456 27186. 595849112. 24.2433206 0.0011061 -0.0013576 2.6724492 -39.0145625 C 0.0000469 27528. 587270783. 24.0813901 0.0011288 -0.0014024 2.6990433 -40.3035790 C 0.0000481 27866. 579026743. 23.9257806 0.0011514 -0.0014473 2.7243995 -41.5955137 C 0.0000494 28199. 571124316. 23.7776720 0.0011740 -0.0014922 2.7486202 -42.8879895 C 0.0000506 28531. 563568122. 23.6381014 0.0011967 -0.0015371 2.7717899 -44.1786685 C 0.0000519 28860. 556332566. 23.5064649 0.0012194 -0.0015819 2.7939000 -45.4675305 C 0.0000531 29183. 549332267. 23.3784434 0.0012420 -0.0016268 2.8147586 -46.7603671 C 0.0000544 29504. 542603794. 23.2569303 0.0012646 -0.0016717 2.8345339 -48.0522217 C 0.0000556 29823. 536137193. 23.1420348 0.0012873 -0.0017165 2.8532454 -49.3422112 C 0.0000569 30139. 529914669. 23.0333345 0.0013100 -0.0017612 2.8708842 -50.6303125 C 0.0000581 30452. 523909903. 22.9297254 0.0013328 -0.0018060 2.8874112 -51.9177127 C 0.0000594 30761. 518078598. 22.8286859 0.0013555 -0.0018508 2.9027365 -53.2082001 C 0.0000606 31067. 512450015. 22.7329249 0.0013782 -0.0018956 2.9169823 -54.4967325 C 0.0000619 31371. 507011356. 22.6421372 0.0014010 -0.0019403 2.9301389 -55.7832836 C 0.0000631 31673. 501750826. 22.5560422 0.0014239 -0.0019849 2.9421964 -57.0678263 C 0.0000644 31972. 496657533. 22.4743814 0.0014468 -0.0020295 2.9531449 -58.3503328 C 0.0000656 32269. 491715700. 22.3964051 0.0014698 -0.0020740 2.9629602 -59.6317477 C 0.0000669 32561. 486895850. 22.3200213 0.0014927 -0.0021186 2.9715917 -60.0000000 CY 0.0000681 32851. 482217610. 22.2475210 0.0015156 -0.0021631 2.9791023 -60.0000000 CY 0.0000694 33139. 477672818. 22.1787103 0.0015386 -0.0022076 2.9854813 -60.0000000 CY 0.0000706 33424. 473253873. 22.1134098 0.0015618 -0.0022520 2.9907174 -60.0000000 CY 0.0000719 33706. 468953692. 22.0514530 0.0015849 -0.0022963 2.9947991 -60.0000000 CY 0.0000731 33986. 464765660. 21.9926853 0.0016082 -0.0023405 2.9977146 -60.0000000 CY

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 0.0000744 34263. 460683596. 21.9369630 0.0016316 -0.0023847 2.9994520 -60.0000000 CY 0.0000794 35342. 445247715. 21.7368164 0.0017254 -0.0025609 2.9997349 -60.0000000 CY 0.0000844 36373. 431089556. 21.5750053 0.0018204 -0.0027359 2.9996277 -60.0000000 CY 0.0000894 37358. 417993740. 21.4466928 0.0019168 -0.0029095 2.9989565 -60.0000000 CY 0.0000944 38187. 404628112. 21.3241465 0.0020125 -0.0030838 2.9999877 -60.0000000 CY 0.0000994 38767. 390103628. 21.1783930 0.0021046 -0.0032616 2.9983120 60.0000000 CY 0.0001044 39254. 376084740. 21.0426643 0.0021963 -0.0034399 2.9990521 60.0000000 CY 0.0001094 39722. 363175443. 20.9282954 0.0022890 -0.0036172 2.9993661 60.0000000 CY 0.0001144 40093. 350540601. 20.8137767 0.0023806 -0.0037957 2.9992966 60.0000000 CY 0.0001194 40342. 337947377. 20.6860027 0.0024694 -0.0039769 2.9986688 60.0000000 CY 0.0001244 40569. 326184003. 20.5698388 0.0025584 -0.0041579 2.9972962 60.0000000 CY 0.0001294 40788. 315266432. 20.4676125 0.0026480 -0.0043383 2.9997024 60.0000000 CY 0.0001344 40998. 305100411. 20.3778570 0.0027383 -0.0045180 2.9995502 60.0000000 CY 0.0001394 41201. 295614944. 20.2986982 0.0028291 -0.0046971 2.9975943 60.0000000 CY 0.0001444 41398. 286741416. 20.2271759 0.0029203 -0.0048760 2.9999255 60.0000000 CY 0.0001494 41578. 278346173. 20.1584825 0.0030112 -0.0050551 2.9987020 60.0000000 CY 0.0001544 41718. 270238971. 20.0864761 0.0031008 -0.0052354 2.9982453 60.0000000 CY 0.0001594 41810. 262337246. 20.0084884 0.0031889 -0.0054174 2.9984724 60.0000000 CY 0.0001644 41877. 254763192. 19.9301653 0.0032760 -0.0056002 2.9999260 60.0000000 CY 0.0001694 41940. 247616075. 19.8588429 0.0033636 -0.0057827 2.9967839 60.0000000 CY 0.0001744 42002. 240869249. 19.7931336 0.0034514 -0.0059648 2.9996235 60.0000000 CY 0.0001794 42061. 234486100. 19.7329394 0.0035396 -0.0061467 2.9964234 60.0000000 CY 0.0001844 42117. 228431135. 19.6746940 0.0036275 -0.0063287 2.9975094 60.0000000 CY 0.0001894 42171. 222684410. 19.6187917 0.0037153 -0.0065109 2.9997593 60.0000000 CY 0.0001944 42223. 217223771. 19.5674164 0.0038034 -0.0066928 2.9962348 60.0000000 CY







--------------------------------------------------------------------------------

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o Computed Values of Pile Loading and Deflection for Lateral Loading for Load Case Number 1--------------------------------------------------------------------------------



Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.1260 2274149. 31557. -0.000897 0.000 1.550E+12 0.000 0.000 0.000 2.796 0.1235 2364220. 31557. -0.000893 0.000 1.550E+12 0.000 0.000 0.000 5.592 0.1210 2454281. 31557. -0.000889 0.000 1.550E+12 0.000 0.000 0.000 8.388 0.1185 2544334. 31557. -0.000884 0.000 1.550E+12 0.000 0.000 0.000 11.184 0.1160 2634377. 31557. -0.000880 0.000 1.550E+12 0.000 0.000 0.000 13.980 0.1136 2724411. 31557. -0.000875 0.000 1.550E+12 0.000 0.000 0.000 16.776 0.1111 2814434. 31557. -0.000870 0.000 1.550E+12 0.000 0.000 0.000 19.572 0.1087 2904447. 31557. -0.000865 0.000 1.550E+12 0.000 0.000 0.000 22.368 0.1063 2994450. 31557. -0.000859 0.000 1.550E+12 0.000 0.000 0.000 25.164 0.1039 3084441. 31557. -0.000854 0.000 1.550E+12 0.000 0.000 0.000 27.960 0.1015 3174421. 31557. -0.000848 0.000 1.550E+12 0.000 0.000 0.000 30.756 0.0992 3264389. 31557. -0.000842 0.000 1.550E+12 0.000 0.000 0.000 33.552 0.0968 3354345. 31557. -0.000836 0.000 1.550E+12 0.000 0.000 0.000 36.348 0.0945 3444288. 31557. -0.000830 0.000 1.550E+12 0.000 0.000 0.000 39.144 0.0922 3534219. 31557. -0.000824 0.000 1.550E+12 0.000 0.000 0.000 41.940 0.0899 3624137. 31557. -0.000817 0.000 1.550E+12 0.000 0.000 0.000 44.736 0.0876 3714041. 31557. -0.000811 0.000 1.550E+12 0.000 0.000 0.000 47.532 0.0853 3803931. 31557. -0.000804 0.000 1.550E+12 0.000 0.000 0.000 50.328 0.0831 3893808. 31557. -0.000797 0.000 1.550E+12 0.000 0.000 0.000 53.124 0.0809 3983670. 31557. -0.000790 0.000 1.550E+12 0.000 0.000 0.000 55.920 0.0787 4073517. 31557. -0.000783 0.000 1.550E+12 0.000 0.000 0.000 58.716 0.0765 4163350. 31557. -0.000775 0.000 1.550E+12 0.000 0.000 0.000 61.512 0.0744 4253166. 31557. -0.000768 0.000 1.550E+12 0.000 0.000 0.000 64.308 0.0722 4342967. 31557. -0.000760 0.000 1.550E+12 0.000 0.000 0.000 67.104 0.0701 4432752. 31557. -0.000752 0.000 1.550E+12 0.000 0.000 0.000 69.900 0.0680 4522521. 31557. -0.000744 0.000 1.550E+12 0.000 0.000 0.000 72.696 0.0659 4612273. 31557. -0.000736 0.000 1.550E+12 0.000 0.000 0.000 75.492 0.0639 4702008. 31557. -0.000727 0.000 1.550E+12 0.000 0.000 0.000 78.288 0.0619 4791725. 31557. -0.000719 0.000 1.550E+12 0.000 0.000 0.000 81.084 0.0599 4881425. 31557. -0.000710 0.000 1.550E+12 0.000 0.000 0.000 83.880 0.0579 4971106. 31557. -0.000701 0.000 1.550E+12 0.000 0.000 0.000 86.676 0.0560 5060769. 31557. -0.000692 0.000 1.550E+12 0.000 0.000 0.000 89.472 0.0540 5150414. 31557. -0.000683 0.000 1.550E+12 0.000 0.000 0.000 92.268 0.0521 5240039. 31557. -0.000674 0.000 1.550E+12 0.000 0.000 0.000 95.064 0.0503 5329645. 31557. -0.000664 0.000 1.550E+12 0.000 0.000 0.000 97.860 0.0484 5419231. 31557. -0.000654 0.000 1.550E+12 0.000 0.000 0.000 100.656 0.0466 5508798. 31557. -0.000644 0.000 1.550E+12 0.000 0.000 0.000 103.452 0.0448 5598343. 31552. -0.000634 0.000 1.550E+12 -3.9052 243.5875 0.000 106.248 0.0431 5687838. 31531. -0.000624 0.000 1.550E+12 -10.9767 712.6445 0.000 109.044 0.0413 5777226. 31491. -0.000614 0.000 1.550E+12 -17.4698 1181.7014 0.000 111.840 0.0396 5866455. 31434. -0.000603 0.000 1.550E+12 -23.3994 1650.7584 0.000 114.636 0.0380 5955480. 31361. -0.000593 0.000 1.550E+12 -28.7803 2119.8154 0.000

Page 15

Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 117.432 0.0363 6044258. 31274. -0.000582 0.000 1.550E+12 -33.6280 2588.8723 0.000 120.228 0.0347 6132751. 31174. -0.000571 0.000 1.549E+12 -37.9580 3057.9293 0.000 123.024 0.0331 6220924. 31062. -0.000560 0.000 1.549E+12 -41.7862 3526.9862 0.000 125.820 0.0316 6308748. 30941. -0.000548 0.000 1.549E+12 -45.1289 3996.0432 0.000 128.616 0.0301 6396195. 30810. -0.000537 0.000 1.549E+12 -48.0026 4465.1002 0.000 131.412 0.0286 6483244. 30673. -0.000525 0.000 1.549E+12 -50.4240 4934.1571 0.000 134.208 0.0271 6569874. 30529. -0.000514 0.000 1.549E+12 -52.4102 5403.2141 0.000 137.004 0.0257 6656070. 30380. -0.000502 0.000 1.549E+12 -53.9787 5872.2710 0.000 139.800 0.0243 6741819. 30228. -0.000490 0.000 1.549E+12 -55.1471 6341.3280 0.000 142.596 0.0230 6827113. 30072. -0.000477 0.000 1.549E+12 -55.9334 6810.3850 0.000 145.392 0.0216 6911944. 29915. -0.000465 0.000 1.549E+12 -56.3559 7279.4419 0.000 148.188 0.0204 6996308. 29758. -0.000452 0.000 1.549E+12 -56.4330 7748.4989 0.000 150.984 0.0191 7080206. 29600. -0.000440 0.000 1.548E+12 -56.1836 8217.5558 0.000 153.780 0.0179 7163638. 29444. -0.000427 0.000 1.548E+12 -55.6268 8686.6128 0.000 156.576 0.0167 7246609. 29290. -0.000414 0.000 1.548E+12 -54.7819 9155.6698 0.000 159.372 0.0156 7329124. 29138. -0.000401 0.000 1.548E+12 -53.6687 9624.7267 0.000 162.168 0.0145 7411193. 28990. -0.000387 0.000 1.548E+12 -52.3071 10094. 0.000 164.964 0.0134 7492826. 28846. -0.000374 0.000 1.548E+12 -50.7172 10563. 0.000 167.760 0.0124 7574034. 28707. -0.000360 0.000 1.548E+12 -48.9196 11032. 0.000 170.556 0.0114 7654832. 28573. -0.000346 0.000 1.548E+12 -46.9350 11501. 0.000 173.352 0.0105 7735234. 28444. -0.000333 0.000 1.547E+12 -44.7844 11970. 0.000 176.148 0.009550 7815258. 28322. -0.000319 0.000 1.547E+12 -42.4890 12439. 0.000 178.944 0.008680 7894920. 28207. -0.000304 0.000 1.547E+12 -40.0705 12908. 0.000 181.740 0.007849 7974240. 28098. -0.000290 0.000 1.547E+12 -37.5507 13377. 0.000 184.536 0.007058 8053237. 27997. -0.000276 0.000 1.547E+12 -34.9516 13846. 0.000 187.332 0.006308 8131930. 27903. -0.000261 0.000 1.547E+12 -32.2956 14315. 0.000 190.128 0.005599 8210341. 27817. -0.000246 0.000 1.546E+12 -29.6053 14784. 0.000 192.924 0.004932 8288491. 27738. -0.000231 0.000 1.546E+12 -26.9036 15253. 0.000 195.720 0.004306 8366399. 9640.4494 -0.000216 0.000 1.546E+12 -12918. 8388000. 0.000 198.516 0.003723 8343287. -24033. -0.000201 0.000 1.546E+12 -11168. 8388000. 0.000 201.312 0.003182 8232834. -52991. -0.000186 0.000 1.546E+12 -9545.4792 8388000. 0.000 204.108 0.002682 8047727. -77585. -0.000171 0.000 1.547E+12 -8047.3372 8388000. 0.000 206.904 0.002224 7799679. -98162. -0.000157 0.000 1.547E+12 -6671.2225 8388000. 0.000 209.700 0.001804 7499450. -115056. -0.000143 0.000 1.548E+12 -5413.3298 8388000. 0.000 212.496 0.001423 7156873. -128592. -0.000130 0.000 1.548E+12 -4269.0728 8388000. 0.000 215.292 0.001078 6780896. -139080. -0.000117 0.000 1.549E+12 -3233.2248 8388000. 0.000 218.088 0.000767 6379617. -146816. -0.000105 0.000 1.549E+12 -2300.0489 8388000. 0.000 220.884 0.000488 5960334. -152077. -9.436E-05 0.000 1.550E+12 -1463.4495 8388000. 0.000 223.680 0.000239 5529588. -155126. -8.400E-05 0.000 1.550E+12 -717.0576 8388000. 0.000 226.476 1.811E-05 5093216. -156204. -7.441E-05 0.000 1.550E+12 -54.3417 8388000. 0.000 229.272 -0.000177 4656401. -155537. -6.562E-05 0.000 1.550E+12 531.3086 8388000. 0.000 232.068 -0.000349 4223721. -153331. -5.761E-05 0.000 1.550E+12 1046.5084 8388000. 0.000 234.864 -0.000499 3799208. -149775. -5.038E-05 0.000 1.550E+12 1497.8070 8388000. 0.000 237.660 -0.000631 3386389. -145036. -4.390E-05 0.000 1.550E+12 1891.6301 8388000. 0.000 240.456 -0.000745 2988346. -139268. -3.815E-05 0.000 1.550E+12 2234.2247 8388000. 0.000 243.252 -0.000844 2607758. -132605. -3.310E-05 0.000 1.550E+12 2531.6140 8388000. 0.000 246.048 -0.000930 2246952. -125166. -2.873E-05 0.000 1.550E+12 2789.5563 8388000. 0.000 248.844 -0.001005 1907945. -117054. -2.498E-05 0.000 1.550E+12 3013.5103 8388000. 0.000 251.640 -0.001070 1592490. -108355. -2.182E-05 0.000 1.551E+12 3208.6046 8388000. 0.000 254.436 -0.001127 1302112. -99145. -1.921E-05 0.000 1.551E+12 3379.6112 8388000. 0.000 257.232 -0.001177 1038150. -89484. -1.710E-05 0.000 1.551E+12 3530.9225 8388000. 0.000 260.028 -0.001222 801788. -79422. -1.544E-05 0.000 1.551E+12 3666.5313 8388000. 0.000 262.824 -0.001263 594086. -68998. -1.419E-05 0.000 1.551E+12 3790.0128 8388000. 0.000 265.620 -0.001302 416011. -58241. -1.327E-05 0.000 1.551E+12 3904.5086 8388000. 0.000 268.416 -0.001338 268458. -47173. -1.266E-05 0.000 1.551E+12 4012.7121 8388000. 0.000 271.212 -0.001372 152274. -35807. -1.228E-05 0.000 1.551E+12 4116.8550 8388000. 0.000

Page 16

Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 274.008 -0.001406 68273. -24154. -1.208E-05 0.000 1.551E+12 4218.6948 8388000. 0.000 276.804 -0.001440 17253. -12218. -1.200E-05 0.000 1.551E+12 4319.5020 8388000. 0.000 279.600 -0.001473 0.000 0.000 -1.199E-05 0.000 1.551E+12 4420.0482 4194000. 0.000







Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.3730 11949654. 27564. -0.002898 0.000 1.488E+12 0.000 0.000 0.000 2.796 0.3649 12036892. 27564. -0.002875 0.000 1.488E+12 0.000 0.000 0.000 5.592 0.3569 12124051. 27564. -0.002853 0.000 1.488E+12 0.000 0.000 0.000 8.388 0.3489 12211129. 27564. -0.002830 0.000 1.487E+12 0.000 0.000 0.000 11.184 0.3411 12298127. 27564. -0.002807 0.000 1.487E+12 0.000 0.000 0.000 13.980 0.3332 12385042. 27564. -0.002783 0.000 1.487E+12 0.000 0.000 0.000 16.776 0.3255 12471876. 27564. -0.002760 0.000 1.487E+12 0.000 0.000 0.000 19.572 0.3178 12558628. 27564. -0.002737 0.000 1.487E+12 0.000 0.000 0.000 22.368 0.3102 12645296. 27564. -0.002713 0.000 1.486E+12 0.000 0.000 0.000 25.164 0.3026 12731880. 27564. -0.002689 0.000 1.486E+12 0.000 0.000 0.000 27.960 0.2952 12818380. 27564. -0.002665 0.000 1.486E+12 0.000 0.000 0.000 30.756 0.2877 12904795. 27564. -0.002641 0.000 1.486E+12 0.000 0.000 0.000 33.552 0.2804 12991124. 27564. -0.002616 0.000 1.486E+12 0.000 0.000 0.000 36.348 0.2731 13077367. 27564. -0.002592 0.000 1.486E+12 0.000 0.000 0.000 39.144 0.2659 13163524. 27564. -0.002567 0.000 1.485E+12 0.000 0.000 0.000 41.940 0.2588 13249593. 27564. -0.002542 0.000 1.485E+12 0.000 0.000 0.000 44.736 0.2517 13335575. 27564. -0.002517 0.000 1.485E+12 0.000 0.000 0.000 47.532 0.2447 13421467. 27564. -0.002492 0.000 1.485E+12 0.000 0.000 0.000 50.328 0.2377 13507271. 27564. -0.002467 0.000 1.485E+12 0.000 0.000 0.000

Page 17

Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 53.124 0.2309 13592986. 27564. -0.002441 0.000 1.484E+12 0.000 0.000 0.000 55.920 0.2241 13678610. 27564. -0.002415 0.000 1.484E+12 0.000 0.000 0.000 58.716 0.2174 13764143. 27564. -0.002390 0.000 1.484E+12 0.000 0.000 0.000 61.512 0.2107 13849585. 27564. -0.002364 0.000 1.484E+12 0.000 0.000 0.000 64.308 0.2042 13934935. 27564. -0.002337 0.000 1.435E+12 0.000 0.000 0.000 67.104 0.1977 14020189. 27564. -0.002308 0.000 1.288E+12 0.000 0.000 0.000 69.900 0.1913 14105336. 27564. -0.002277 0.000 1.261E+12 0.000 0.000 0.000 72.696 0.1849 14190373. 27564. -0.002246 0.000 1.251E+12 0.000 0.000 0.000 75.492 0.1787 14275298. 27564. -0.002214 0.000 1.245E+12 0.000 0.000 0.000 78.288 0.1725 14360110. 27564. -0.002182 0.000 1.239E+12 0.000 0.000 0.000 81.084 0.1665 14444808. 27564. -0.002149 0.000 1.233E+12 0.000 0.000 0.000 83.880 0.1605 14529391. 27564. -0.002116 0.000 1.228E+12 0.000 0.000 0.000 86.676 0.1547 14613857. 27564. -0.002083 0.000 1.222E+12 0.000 0.000 0.000 89.472 0.1489 14698205. 27564. -0.002049 0.000 1.216E+12 0.000 0.000 0.000 92.268 0.1432 14782434. 27564. -0.002015 0.000 1.210E+12 0.000 0.000 0.000 95.064 0.1376 14866543. 27564. -0.001981 0.000 1.205E+12 0.000 0.000 0.000 97.860 0.1321 14950530. 27564. -0.001946 0.000 1.199E+12 0.000 0.000 0.000 100.656 0.1267 15034395. 27564. -0.001911 0.000 1.193E+12 0.000 0.000 0.000 103.452 0.1214 15118135. 27549. -0.001876 0.000 1.187E+12 -10.5794 243.5875 0.000 106.248 0.1162 15201667. 27493. -0.001840 0.000 1.181E+12 -29.6273 712.6445 0.000 109.044 0.1111 15284841. 27386. -0.001804 0.000 1.176E+12 -46.9746 1181.7014 0.000 111.840 0.1062 15367519. 27233. -0.001767 0.000 1.170E+12 -62.6725 1650.7584 0.000 114.636 0.1013 15449579. 27038. -0.001730 0.000 1.164E+12 -76.7731 2119.8154 0.000 117.432 0.0965 15530907. 26805. -0.001693 0.000 1.158E+12 -89.3289 2588.8723 0.000 120.228 0.0918 15611405. 26540. -0.001656 0.000 1.153E+12 -100.3934 3057.9293 0.000 123.024 0.0872 15690985. 26246. -0.001617 0.000 1.148E+12 -110.0206 3526.9862 0.000 125.820 0.0827 15769569. 25927. -0.001579 0.000 1.142E+12 -118.2653 3996.0432 0.000 128.616 0.0784 15847094. 25587. -0.001540 0.000 1.137E+12 -125.1829 4465.1002 0.000 131.412 0.0741 15923502. 25229. -0.001501 0.000 1.131E+12 -130.8296 4934.1571 0.000 134.208 0.0700 15998749. 24857. -0.001462 0.000 1.126E+12 -135.2624 5403.2141 0.000 137.004 0.0660 16072799. 24474. -0.001422 0.000 1.121E+12 -138.5387 5872.2710 0.000 139.800 0.0620 16145624. 24084. -0.001381 0.000 1.116E+12 -140.7166 6341.3280 0.000 142.596 0.0582 16217207. 23688. -0.001341 0.000 1.111E+12 -141.8552 6810.3850 0.000 145.392 0.0545 16287537. 23292. -0.001300 0.000 1.106E+12 -142.0140 7279.4419 0.000 148.188 0.0510 16356612. 22896. -0.001258 0.000 1.101E+12 -141.2532 7748.4989 0.000 150.984 0.0475 16424436. 22503. -0.001217 0.000 1.097E+12 -139.6335 8217.5558 0.000 153.780 0.0442 16491021. 22116. -0.001175 0.000 1.092E+12 -137.2164 8686.6128 0.000 156.576 0.0409 16556385. 21737. -0.001132 0.000 1.088E+12 -134.0640 9155.6698 0.000 159.372 0.0378 16620550. 21367. -0.001090 0.000 1.083E+12 -130.2391 9624.7267 0.000 162.168 0.0348 16683547. 21009. -0.001047 0.000 1.079E+12 -125.8049 10094. 0.000 164.964 0.0320 16745408. 20664. -0.001003 0.000 1.075E+12 -120.8254 10563. 0.000 167.760 0.0292 16806170. 20334. -0.000959 0.000 1.071E+12 -115.3649 11032. 0.000 170.556 0.0266 16865876. 20020. -0.000915 0.000 1.067E+12 -109.4885 11501. 0.000 173.352 0.0241 16924571. 19722. -0.000871 0.000 1.063E+12 -103.2619 11970. 0.000 176.148 0.0217 16982301. 19443. -0.000826 0.000 1.059E+12 -96.7514 12439. 0.000 178.944 0.0195 17039117. 19182. -0.000781 0.000 1.055E+12 -90.0236 12908. 0.000 181.740 0.0174 17095070. 18940. -0.000736 0.000 1.051E+12 -83.1459 13377. 0.000 184.536 0.0154 17150213. 18717. -0.000690 0.000 1.047E+12 -76.1860 13846. 0.000 187.332 0.0135 17204599. 18514. -0.000644 0.000 1.044E+12 -69.2124 14315. 0.000 190.128 0.0118 17258281. 18330. -0.000598 0.000 1.040E+12 -62.2941 14784. 0.000 192.924 0.0102 17311313. 18165. -0.000552 0.000 1.037E+12 -55.5005 15253. 0.000 195.720 0.008696 17363747. -18385. -0.000505 0.000 1.033E+12 -26089. 8388000. 0.000 198.516 0.007351 17212059. -85687. -0.000458 0.000 1.043E+12 -22052. 8388000. 0.000 201.312 0.006134 16887812. -142243. -0.000413 0.000 1.065E+12 -18403. 8388000. 0.000 204.108 0.005042 16419544. -189114. -0.000370 0.000 1.097E+12 -15125. 8388000. 0.000 206.904 0.004066 15832891. -227310. -0.000330 0.000 1.138E+12 -12197. 8388000. 0.000

Page 18

Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 209.700 0.003199 15150746. -257779. -0.000292 0.000 1.185E+12 -9596.7758 8388000. 0.000 212.496 0.002432 14393451. -281395. -0.000258 0.000 1.237E+12 -7295.9957 8388000. 0.000 215.292 0.001756 13579004. -298960. -0.000229 0.000 1.484E+12 -5268.1850 8388000. 0.000 218.088 0.001152 12723282. -311154. -0.000204 0.000 1.486E+12 -3454.9176 8388000. 0.000 220.884 0.000614 11840467. -318560. -0.000181 0.000 1.488E+12 -1842.4196 8388000. 0.000 223.680 0.000139 10943170. -321718. -0.000160 0.000 1.489E+12 -416.5583 8388000. 0.000 226.476 -0.000279 10042545. -321130. -0.000140 0.000 1.490E+12 836.9588 8388000. 0.000 229.272 -0.000644 9148395. -317259. -0.000122 0.000 1.491E+12 1932.4152 8388000. 0.000 232.068 -0.000961 8269293. -310526. -0.000106 0.000 1.491E+12 2883.9448 8388000. 0.000 234.864 -0.001235 7412681. -301314. -9.099E-05 0.000 1.491E+12 3705.4139 8388000. 0.000 237.660 -0.001470 6584988. -289968. -7.787E-05 0.000 1.492E+12 4410.3203 8388000. 0.000 240.456 -0.001671 5791729. -276796. -6.627E-05 0.000 1.492E+12 5011.6983 8388000. 0.000 243.252 -0.001841 5037612. -262070. -5.612E-05 0.000 1.492E+12 5522.0330 8388000. 0.000 246.048 -0.001984 4326631. -246027. -4.735E-05 0.000 1.492E+12 5953.1888 8388000. 0.000 248.844 -0.002105 3662161. -228875. -3.986E-05 0.000 1.492E+12 6316.3478 8388000. 0.000 251.640 -0.002207 3047045. -210787. -3.358E-05 0.000 1.493E+12 6621.9579 8388000. 0.000 254.436 -0.002293 2483678. -191911. -2.840E-05 0.000 1.493E+12 6879.6884 8388000. 0.000 257.232 -0.002366 1974076. -172370. -2.422E-05 0.000 1.493E+12 7098.3935 8388000. 0.000 260.028 -0.002429 1519955. -152261. -2.095E-05 0.000 1.493E+12 7286.0819 8388000. 0.000 262.824 -0.002483 1122783. -131660. -1.848E-05 0.000 1.493E+12 7449.8893 8388000. 0.000 265.620 -0.002532 783843. -110626. -1.669E-05 0.000 1.493E+12 7596.0565 8388000. 0.000 268.416 -0.002577 504282. -89200. -1.549E-05 0.000 1.493E+12 7729.9087 8388000. 0.000 271.212 -0.002619 285147. -67411. -1.475E-05 0.000 1.493E+12 7855.8381 8388000. 0.000 274.008 -0.002659 127424. -45276. -1.436E-05 0.000 1.493E+12 7977.2877 8388000. 0.000 276.804 -0.002699 32064. -22805. -1.421E-05 0.000 1.493E+12 8096.7352 8388000. 0.000 279.600 -0.002739 0.000 0.000 -1.418E-05 0.000 1.493E+12 8215.6790 4194000. 0.000







Page 19

Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.2663 8356072. 30795. -0.002017 0.000 1.512E+12 0.000 0.000 0.000 2.796 0.2607 8448204. 30795. -0.002002 0.000 1.512E+12 0.000 0.000 0.000 5.592 0.2551 8540288. 30795. -0.001986 0.000 1.512E+12 0.000 0.000 0.000 8.388 0.2496 8632326. 30795. -0.001970 0.000 1.512E+12 0.000 0.000 0.000 11.184 0.2441 8724315. 30795. -0.001954 0.000 1.512E+12 0.000 0.000 0.000 13.980 0.2387 8816256. 30795. -0.001938 0.000 1.511E+12 0.000 0.000 0.000 16.776 0.2333 8908148. 30795. -0.001921 0.000 1.511E+12 0.000 0.000 0.000 19.572 0.2279 8999991. 30795. -0.001905 0.000 1.511E+12 0.000 0.000 0.000 22.368 0.2226 9091783. 30795. -0.001888 0.000 1.511E+12 0.000 0.000 0.000 25.164 0.2174 9183526. 30795. -0.001871 0.000 1.511E+12 0.000 0.000 0.000 27.960 0.2122 9275217. 30795. -0.001854 0.000 1.511E+12 0.000 0.000 0.000 30.756 0.2070 9366857. 30795. -0.001837 0.000 1.511E+12 0.000 0.000 0.000 33.552 0.2019 9458444. 30795. -0.001819 0.000 1.511E+12 0.000 0.000 0.000 36.348 0.1968 9549980. 30795. -0.001802 0.000 1.511E+12 0.000 0.000 0.000 39.144 0.1918 9641462. 30795. -0.001784 0.000 1.511E+12 0.000 0.000 0.000 41.940 0.1868 9732890. 30795. -0.001766 0.000 1.510E+12 0.000 0.000 0.000 44.736 0.1819 9824265. 30795. -0.001748 0.000 1.510E+12 0.000 0.000 0.000 47.532 0.1771 9915585. 30795. -0.001730 0.000 1.510E+12 0.000 0.000 0.000 50.328 0.1723 10006850. 30795. -0.001711 0.000 1.510E+12 0.000 0.000 0.000 53.124 0.1675 10098059. 30795. -0.001693 0.000 1.510E+12 0.000 0.000 0.000 55.920 0.1628 10189213. 30795. -0.001674 0.000 1.510E+12 0.000 0.000 0.000 58.716 0.1581 10280309. 30795. -0.001655 0.000 1.510E+12 0.000 0.000 0.000 61.512 0.1535 10371349. 30795. -0.001636 0.000 1.510E+12 0.000 0.000 0.000 64.308 0.1490 10462331. 30795. -0.001617 0.000 1.509E+12 0.000 0.000 0.000 67.104 0.1445 10553255. 30795. -0.001597 0.000 1.509E+12 0.000 0.000 0.000 69.900 0.1401 10644120. 30795. -0.001578 0.000 1.509E+12 0.000 0.000 0.000 72.696 0.1357 10734926. 30795. -0.001558 0.000 1.509E+12 0.000 0.000 0.000 75.492 0.1313 10825672. 30795. -0.001538 0.000 1.509E+12 0.000 0.000 0.000 78.288 0.1271 10916358. 30795. -0.001518 0.000 1.509E+12 0.000 0.000 0.000 81.084 0.1229 11006983. 30795. -0.001497 0.000 1.508E+12 0.000 0.000 0.000 83.880 0.1187 11097547. 30795. -0.001477 0.000 1.508E+12 0.000 0.000 0.000 86.676 0.1146 11188050. 30795. -0.001456 0.000 1.508E+12 0.000 0.000 0.000 89.472 0.1106 11278490. 30795. -0.001435 0.000 1.508E+12 0.000 0.000 0.000 92.268 0.1066 11368868. 30795. -0.001414 0.000 1.508E+12 0.000 0.000 0.000 95.064 0.1026 11459182. 30795. -0.001393 0.000 1.507E+12 0.000 0.000 0.000 97.860 0.0988 11549432. 30795. -0.001372 0.000 1.507E+12 0.000 0.000 0.000 100.656 0.0950 11639618. 30795. -0.001350 0.000 1.507E+12 0.000 0.000 0.000 103.452 0.0912 11729740. 30784. -0.001329 0.000 1.507E+12 -7.9481 243.5875 0.000 106.248 0.0875 11819734. 30742. -0.001307 0.000 1.507E+12 -22.3140 712.6445 0.000 109.044 0.0839 11909487. 30661. -0.001285 0.000 1.506E+12 -35.4697 1181.7014 0.000 111.840 0.0804 11998897. 30545. -0.001263 0.000 1.506E+12 -47.4463 1650.7584 0.000 114.636 0.0769 12087870. 30397. -0.001240 0.000 1.506E+12 -58.2753 2119.8154 0.000 117.432 0.0734 12176319. 30221. -0.001218 0.000 1.506E+12 -67.9884 2588.8723 0.000 120.228 0.0701 12264169. 30018. -0.001195 0.000 1.506E+12 -76.6177 3057.9293 0.000 123.024 0.0667 12351352. 29794. -0.001172 0.000 1.505E+12 -84.1957 3526.9862 0.000 125.820 0.0635 12437808. 29549. -0.001149 0.000 1.505E+12 -90.7551 3996.0432 0.000 128.616 0.0603 12523485. 29287. -0.001126 0.000 1.505E+12 -96.3289 4465.1002 0.000 131.412 0.0572 12608339. 29012. -0.001103 0.000 1.505E+12 -100.9503 4934.1571 0.000 134.208 0.0542 12692334. 28724. -0.001079 0.000 1.504E+12 -104.6530 5403.2141 0.000 137.004 0.0512 12775439. 28428. -0.001055 0.000 1.504E+12 -107.4710 5872.2710 0.000 139.800 0.0483 12857634. 28124. -0.001032 0.000 1.504E+12 -109.4383 6341.3280 0.000 142.596 0.0454 12938901. 27817. -0.001008 0.000 1.504E+12 -110.5895 6810.3850 0.000

Page 20

Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 145.392 0.0426 13019231. 27507. -0.000983 0.000 1.504E+12 -110.9594 7279.4419 0.000 148.188 0.0399 13098621. 27197. -0.000959 0.000 1.503E+12 -110.5830 7748.4989 0.000 150.984 0.0373 13177074. 26890. -0.000934 0.000 1.402E+12 -109.4956 8217.5558 0.000 153.780 0.0347 13254592. 26586. -0.000905 0.000 1.193E+12 -107.7480 8686.6128 0.000 156.576 0.0322 13331174. 26288. -0.000874 0.000 1.176E+12 -105.4212 9155.6698 0.000 159.372 0.0298 13406837. 25997. -0.000842 0.000 1.169E+12 -102.5649 9624.7267 0.000 162.168 0.0275 13481602. 25715. -0.000810 0.000 1.163E+12 -99.2274 10094. 0.000 164.964 0.0253 13555494. 25443. -0.000777 0.000 1.157E+12 -95.4576 10563. 0.000 167.760 0.0231 13628542. 25182. -0.000744 0.000 1.151E+12 -91.3047 11032. 0.000 170.556 0.0211 13700776. 24933. -0.000711 0.000 1.145E+12 -86.8189 11501. 0.000 173.352 0.0192 13772232. 24697. -0.000677 0.000 1.139E+12 -82.0509 11970. 0.000 176.148 0.0173 13842944. 24474. -0.000643 0.000 1.134E+12 -77.0521 12439. 0.000 178.944 0.0156 13912952. 24266. -0.000609 0.000 1.128E+12 -71.8745 12908. 0.000 181.740 0.0139 13982295. 24073. -0.000574 0.000 1.123E+12 -66.5707 13377. 0.000 184.536 0.0124 14051012. 23894. -0.000539 0.000 1.117E+12 -61.1941 13846. 0.000 187.332 0.0109 14119146. 23730. -0.000504 0.000 1.111E+12 -55.7985 14315. 0.000 190.128 0.009539 14186737. 23582. -0.000468 0.000 1.106E+12 -50.4386 14784. 0.000 192.924 0.008280 14253826. 23448. -0.000432 0.000 1.101E+12 -45.1696 15253. 0.000 195.720 0.007122 14320453. -6483.8508 -0.000396 0.000 1.095E+12 -21366. 8388000. 0.000 198.516 0.006066 14219943. -61794. -0.000360 0.000 1.103E+12 -18198. 8388000. 0.000 201.312 0.005111 13977058. -108672. -0.000324 0.000 1.123E+12 -15334. 8388000. 0.000 204.108 0.004254 13614196. -147947. -0.000290 0.000 1.152E+12 -12761. 8388000. 0.000 206.904 0.003488 13151478. -180416. -0.000261 0.000 1.503E+12 -10465. 8388000. 0.000 209.700 0.002791 12606879. -206752. -0.000238 0.000 1.505E+12 -8373.8869 8388000. 0.000 212.496 0.002160 11996745. -227517. -0.000215 0.000 1.506E+12 -6479.6612 8388000. 0.000 215.292 0.001591 11335889. -243248. -0.000193 0.000 1.508E+12 -4772.2357 8388000. 0.000 218.088 0.001080 10637663. -254450. -0.000173 0.000 1.509E+12 -3241.1386 8388000. 0.000 220.884 0.000625 9914039. -261603. -0.000154 0.000 1.510E+12 -1875.3671 8388000. 0.000 223.680 0.000221 9175700. -265153. -0.000136 0.000 1.511E+12 -663.5591 8388000. 0.000 226.476 -0.000135 8432122. -265513. -0.000120 0.000 1.512E+12 405.8392 8388000. 0.000 229.272 -0.000448 7691670. -263066. -0.000105 0.000 1.512E+12 1344.4271 8388000. 0.000 232.068 -0.000721 6961686. -258162. -9.124E-05 0.000 1.512E+12 2163.7228 8388000. 0.000 234.864 -0.000958 6248578. -251117. -7.903E-05 0.000 1.513E+12 2875.0667 8388000. 0.000 237.660 -0.001163 5557911. -242220. -6.812E-05 0.000 1.513E+12 3489.5305 8388000. 0.000 240.456 -0.001339 4894494. -231724. -5.846E-05 0.000 1.513E+12 4017.8335 8388000. 0.000 243.252 -0.001490 4262459. -219858. -5.000E-05 0.000 1.513E+12 4470.2679 8388000. 0.000 246.048 -0.001619 3665348. -206819. -4.268E-05 0.000 1.513E+12 4856.6362 8388000. 0.000 248.844 -0.001729 3106183. -192779. -3.642E-05 0.000 1.513E+12 5186.1979 8388000. 0.000 251.640 -0.001823 2587545. -177885. -3.116E-05 0.000 1.513E+12 5467.6214 8388000. 0.000 254.436 -0.001903 2111637. -162260. -2.682E-05 0.000 1.513E+12 5708.9464 8388000. 0.000 257.232 -0.001973 1680347. -146006. -2.332E-05 0.000 1.513E+12 5917.5489 8388000. 0.000 260.028 -0.002033 1295309. -129206. -2.057E-05 0.000 1.514E+12 6100.1132 8388000. 0.000 262.824 -0.002088 957952. -111923. -1.849E-05 0.000 1.514E+12 6262.6059 8388000. 0.000 265.620 -0.002137 669548. -94206. -1.698E-05 0.000 1.514E+12 6410.2551 8388000. 0.000 268.416 -0.002183 431254. -76091. -1.597E-05 0.000 1.514E+12 6547.5296 8388000. 0.000 271.212 -0.002226 244143. -57602. -1.534E-05 0.000 1.514E+12 6678.1218 8388000. 0.000 274.008 -0.002268 109238. -38752. -1.502E-05 0.000 1.514E+12 6804.9310 8388000. 0.000 276.804 -0.002310 27531. -19551. -1.489E-05 0.000 1.514E+12 6930.0475 8388000. 0.000 279.600 -0.002352 0.000 0.000 -1.487E-05 0.000 1.514E+12 7054.7374 4194000. 0.000



Page 21






Depth Deflect. Bending Shear Slope Total Bending Soil Res. Soil Spr. Distrib. X y Moment Force S Stress Stiffness p Es*h Lat. Load inches inches in-lbs lbs radians psi* lb-in^2 lb/in lb/inch lb/inch ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 0.00 0.5769 15252042. 25279. -0.004681 0.000 1.079E+12 0.000 0.000 0.000 2.796 0.5639 15337606. 25279. -0.004642 0.000 1.079E+12 0.000 0.000 0.000 5.592 0.5510 15423043. 25279. -0.004602 0.000 1.079E+12 0.000 0.000 0.000 8.388 0.5381 15508353. 25279. -0.004561 0.000 1.066E+12 0.000 0.000 0.000 11.184 0.5254 15593532. 25279. -0.004520 0.000 1.060E+12 0.000 0.000 0.000 13.980 0.5129 15678580. 25279. -0.004479 0.000 1.053E+12 0.000 0.000 0.000 16.776 0.5004 15763496. 25279. -0.004437 0.000 1.047E+12 0.000 0.000 0.000 19.572 0.4881 15848277. 25279. -0.004395 0.000 1.041E+12 0.000 0.000 0.000 22.368 0.4758 15932922. 25279. -0.004352 0.000 1.035E+12 0.000 0.000 0.000 25.164 0.4637 16017429. 25279. -0.004309 0.000 1.029E+12 0.000 0.000 0.000 27.960 0.4517 16101798. 25279. -0.004265 0.000 1.023E+12 0.000 0.000 0.000 30.756 0.4399 16186026. 25279. -0.004221 0.000 1.017E+12 0.000 0.000 0.000 33.552 0.4281 16270112. 25279. -0.004176 0.000 1.011E+12 0.000 0.000 0.000 36.348 0.4165 16354054. 25279. -0.004131 0.000 1.005E+12 0.000 0.000 0.000 39.144 0.4050 16437851. 25279. -0.004085 0.000 9.989E+11 0.000 0.000 0.000 41.940 0.3937 16521501. 25279. -0.004039 0.000 9.931E+11 0.000 0.000 0.000 44.736 0.3824 16605002. 25279. -0.003992 0.000 9.874E+11 0.000 0.000 0.000 47.532 0.3713 16688354. 25279. -0.003945 0.000 9.816E+11 0.000 0.000 0.000 50.328 0.3604 16771553. 25279. -0.003897 0.000 9.759E+11 0.000 0.000 0.000 53.124 0.3496 16854599. 25279. -0.003849 0.000 9.703E+11 0.000 0.000 0.000 55.920 0.3389 16937490. 25279. -0.003800 0.000 9.647E+11 0.000 0.000 0.000 58.716 0.3283 17020225. 25279. -0.003750 0.000 9.591E+11 0.000 0.000 0.000 61.512 0.3179 17102801. 25279. -0.003700 0.000 9.535E+11 0.000 0.000 0.000 64.308 0.3076 17185216. 25279. -0.003650 0.000 9.481E+11 0.000 0.000 0.000 67.104 0.2975 17267470. 25279. -0.003599 0.000 9.426E+11 0.000 0.000 0.000 69.900 0.2875 17349561. 25279. -0.003548 0.000 9.372E+11 0.000 0.000 0.000 72.696 0.2776 17431486. 25279. -0.003496 0.000 9.319E+11 0.000 0.000 0.000 75.492 0.2679 17513244. 25279. -0.003443 0.000 9.266E+11 0.000 0.000 0.000 78.288 0.2584 17594833. 25279. -0.003390 0.000 9.214E+11 0.000 0.000 0.000

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 81.084 0.2490 17676252. 25279. -0.003336 0.000 9.163E+11 0.000 0.000 0.000 83.880 0.2397 17757499. 25279. -0.003282 0.000 9.111E+11 0.000 0.000 0.000 86.676 0.2306 17838571. 25279. -0.003227 0.000 9.060E+11 0.000 0.000 0.000 89.472 0.2217 17919468. 25279. -0.003172 0.000 9.010E+11 0.000 0.000 0.000 92.268 0.2129 18000187. 25279. -0.003116 0.000 8.960E+11 0.000 0.000 0.000 95.064 0.2043 18080727. 25279. -0.003060 0.000 8.910E+11 0.000 0.000 0.000 97.860 0.1958 18161086. 25279. -0.003003 0.000 8.862E+11 0.000 0.000 0.000 100.656 0.1875 18241262. 25279. -0.002945 0.000 8.814E+11 0.000 0.000 0.000 103.452 0.1793 18321253. 25262. -0.002887 0.000 8.766E+11 -11.9458 186.2647 0.000 106.248 0.1713 18400964. 25196. -0.002828 0.000 8.719E+11 -35.2116 574.6422 0.000 109.044 0.1635 18480211. 25065. -0.002769 0.000 8.673E+11 -58.6905 1003.6493 0.000 111.840 0.1558 18558810. 24868. -0.002709 0.000 8.627E+11 -82.2258 1475.2171 0.000 114.636 0.1484 18636573. 24605. -0.002648 0.000 8.581E+11 -105.6627 1991.4100 0.000 117.432 0.1410 18713317. 24278. -0.002587 0.000 8.538E+11 -128.8487 2554.4374 0.000 120.228 0.1339 18788857. 23893. -0.002526 0.000 8.495E+11 -146.4267 3057.9293 0.000 123.024 0.1269 18863056. 23464. -0.002464 0.000 8.453E+11 -160.0873 3526.9862 0.000 125.820 0.1201 18935804. 23000. -0.002401 0.000 8.414E+11 -171.6566 3996.0432 0.000 128.616 0.1135 19007008. 22507. -0.002338 0.000 8.373E+11 -181.2248 4465.1002 0.000 131.412 0.1070 19076594. 21990. -0.002274 0.000 8.334E+11 -188.8831 4934.1571 0.000 134.208 0.1008 19144498. 21453. -0.002210 0.000 8.297E+11 -194.7237 5403.2141 0.000 137.004 0.0947 19210674. 20903. -0.002145 0.000 8.261E+11 -198.8397 5872.2710 0.000 139.800 0.0888 19275089. 20344. -0.002080 0.000 8.227E+11 -201.3250 6341.3280 0.000 142.596 0.0830 19337720. 19780. -0.002014 0.000 8.194E+11 -202.2746 6810.3850 0.000 145.392 0.0775 19398559. 19215. -0.001948 0.000 8.162E+11 -201.7840 7279.4419 0.000 148.188 0.0722 19457608. 18653. -0.001881 0.000 8.130E+11 -199.9497 7748.4989 0.000 150.984 0.0670 19514881. 18098. -0.001814 0.000 8.100E+11 -196.8690 8217.5558 0.000 153.780 0.0620 19570399. 17554. -0.001747 0.000 8.071E+11 -192.6400 8686.6128 0.000 156.576 0.0572 19624195. 17023. -0.001679 0.000 8.043E+11 -187.3614 9155.6698 0.000 159.372 0.0526 19676309. 16507. -0.001610 0.000 8.016E+11 -181.1328 9624.7267 0.000 162.168 0.0482 19726787. 16011. -0.001541 0.000 7.990E+11 -174.0543 10094. 0.000 164.964 0.0440 19775684. 15535. -0.001472 0.000 7.965E+11 -166.2266 10563. 0.000 167.760 0.0400 19823060. 15082. -0.001402 0.000 7.941E+11 -157.7513 11032. 0.000 170.556 0.0362 19868980. 14654. -0.001332 0.000 7.918E+11 -148.7303 11501. 0.000 173.352 0.0325 19913513. 14251. -0.001262 0.000 7.896E+11 -139.2663 11970. 0.000 176.148 0.0291 19956733. 13875. -0.001191 0.000 7.874E+11 -129.4623 12439. 0.000 178.944 0.0259 19998714. 13528. -0.001120 0.000 7.854E+11 -119.4221 12908. 0.000 181.740 0.0228 20039534. 13208. -0.001049 0.000 7.834E+11 -109.2498 13377. 0.000 184.536 0.0200 20079271. 12917. -0.000977 0.000 7.815E+11 -99.0501 13846. 0.000 187.332 0.0174 20118005. 12654. -0.000905 0.000 7.796E+11 -88.9282 14315. 0.000 190.128 0.0149 20155813. 12419. -0.000833 0.000 7.777E+11 -78.9898 14784. 0.000 192.924 0.0127 20192773. 12212. -0.000760 0.000 7.759E+11 -69.3412 15253. 0.000 195.720 0.0107 20228958. -32702. -0.000688 0.000 7.742E+11 -32058. 8388000. 0.000 198.516 0.008866 20014294. -114701. -0.000615 0.000 7.846E+11 -26597. 8388000. 0.000 201.312 0.007245 19591477. -182269. -0.000546 0.000 8.060E+11 -21734. 8388000. 0.000 204.108 0.005814 18998532. -237037. -0.000480 0.000 8.378E+11 -17442. 8388000. 0.000 206.904 0.004560 18269031. -280547. -0.000419 0.000 8.797E+11 -13681. 8388000. 0.000 209.700 0.003469 17432391. -314223. -0.000364 0.000 9.318E+11 -10408. 8388000. 0.000 212.496 0.002524 16514221. -339359. -0.000315 0.000 9.936E+11 -7572.6342 8388000. 0.000 215.292 0.001709 15536703. -357114. -0.000271 0.000 1.064E+12 -5127.5421 8388000. 0.000 218.088 0.001008 14518969. -368511. -0.000233 0.000 1.141E+12 -3024.9448 8388000. 0.000 220.884 0.000407 13477474. -374447. -0.000200 0.000 1.220E+12 -1220.8094 8388000. 0.000 223.680 -0.000108 12426337. -375700. -0.000173 0.000 1.499E+12 324.2940 8388000. 0.000 226.476 -0.000558 11377661. -372905. -0.000150 0.000 1.501E+12 1674.9251 8388000. 0.000 229.272 -0.000949 10342011. -366583. -0.000130 0.000 1.502E+12 2847.7588 8388000. 0.000 232.068 -0.001286 9328562. -357206. -0.000112 0.000 1.504E+12 3859.1611 8388000. 0.000 234.864 -0.001575 8345227. -345206. -9.547E-05 0.000 1.504E+12 4725.0589 8388000. 0.000

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 237.660 -0.001820 7398782. -330966. -8.084E-05 0.000 1.505E+12 5460.8473 8388000. 0.000 240.456 -0.002027 6494983. -314830. -6.794E-05 0.000 1.505E+12 6081.3118 8388000. 0.000 243.252 -0.002200 5638687. -297101. -5.667E-05 0.000 1.505E+12 6600.5594 8388000. 0.000 246.048 -0.002344 4833959. -278042. -4.694E-05 0.000 1.505E+12 7031.9487 8388000. 0.000 248.844 -0.002463 4084175. -257883. -3.866E-05 0.000 1.506E+12 7388.0276 8388000. 0.000 251.640 -0.002560 3392123. -236817. -3.172E-05 0.000 1.506E+12 7680.4836 8388000. 0.000 254.436 -0.002640 2760094. -215008. -2.600E-05 0.000 1.506E+12 7920.1017 8388000. 0.000 257.232 -0.002706 2189965. -192588. -2.141E-05 0.000 1.506E+12 8116.7297 8388000. 0.000 260.028 -0.002760 1683277. -169667. -1.781E-05 0.000 1.506E+12 8279.2490 8388000. 0.000 262.824 -0.002805 1241303. -146327. -1.510E-05 0.000 1.506E+12 8415.5522 8388000. 0.000 265.620 -0.002844 865111. -122634. -1.314E-05 0.000 1.506E+12 8532.5232 8388000. 0.000 268.416 -0.002879 555618. -98632. -1.182E-05 0.000 1.506E+12 8636.0212 8388000. 0.000 271.212 -0.002910 313634. -74353. -1.102E-05 0.000 1.506E+12 8730.8662 8388000. 0.000 274.008 -0.002940 139904. -49816. -1.060E-05 0.000 1.506E+12 8820.8268 8388000. 0.000 276.804 -0.002970 35130. -25030. -1.043E-05 0.000 1.506E+12 8908.6085 8388000. 0.000 279.600 -0.002999 0.000 0.000 -1.040E-05 0.000 1.506E+12 8995.8432 4194000. 0.000







Load Load Condition 1 Condition 2 Axial Pile-Head Maximum Maximum Pile-Head Case Type V(lbs) or in-lb, rad., Load Deflection Moment Shear Rotation No. No. y(inches) or in-lb/rad. lbs inches in-lbs lbs radians ---- ---- -------------- -------------- ------------- ------------- ------------- ------------- ------------- 1 1 V = 31557. M = 2274149. 734000. 0.12596975 8366399. -156204. 0.00000000 2 1 V = 27564. M = 11949654. 1260000. 0.37296718 17363747. -321718. 0.00000000

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Route 609 Drilled Shafts Pier 2 Column 2 strength -7ft Socket- 54inch dia-New Loads.lp6o 3 1 V = 30795. M = 8356072. 1073000. 0.26631378 14320453. -265513. 0.00000000 4 1 V = 25279. M = 15252042. 1142000. 0.57690677 20228958. -375700. 0.00000000



Top Rotation Shear React. Mom. React. K23 K33 rad lbs in-lbs lbs/rad in-lbs/rad ------------ -------------- -------------- -------------- -------------- 0.000008599 1464.689305085 227415. 170337286. 26447409296. 0.0000259 4409.154085886 684587. 170337286. 26447409296. 0.0000410 6988.344009188 1085045. 170337051. 26447372217. 0.0000518 8818.311263704 1369174. 170335713. 26447155754. 0.0000601 10238. 1589562. 170334626. 26446974138. 0.0000669 11398. 1769632. 170333836. 26446839167. 0.0000727 12378. 1921879. 170333244. 26446736426. 0.0000777 13227. 2053761. 170332667. 26446637363. 0.0000821 13977. 2170090. 170332033. 26446530083. 0.0000860 14647. 2274149. 170331404. 26446423905.



Page 25

Lateral D

eflection

(inch

es)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 2 - C

olu

mn

2 - Stren

gth

Lim

it State

Depth (ft)

-0.1-0.05

00.05

0.10.15

0.20.25

0.30.35

0.40.45

0.50.55

0.6

024681012141618202224

Case 1

Case 2

Case 3

Case 4

Ben

din

g M

om

ent (in

-kips)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 2 - C

olu

mn

2 - Stren

gth

Lim

it State

Depth (ft)

02000

40006000

80001E

41.2E

41.4E

41.6E

41.8E

42E

4

024681012141618202224

Case 1

Case 2

Case 3

Case 4

Sh

ear Fo

rce (kips)

Ro

ute 609 B

ridg

e Rep

lacemen

t - Pier 2 - C

olu

mn

2 - Stren

gth

Lim

it State

Depth (ft)

-400-350

-300-250

-200-150

-100-50

050

100

024681012141618202224

Case 1

Case 2

Case 3

Case 4

APPENDIX E

ROCK CORE PICTURES

Route 609 Bridge Replacement over Appomattox River VDOT Project Number: 0609-004-627, B628

Rock Core Pictures

Photograph 1: Boring B-1 (Runs 1&2) and Boring B-2 (Runs 1, 2 &3) - Dry

Photograph 2: Boring B-1 (Runs 1&2) and Boring B-2 (Runs 1, 2 &3) - Wet


Rock Core Pictures

Photograph 3: Boring B-2 (Runs 4&5) - Dry

Photograph 4: Boring B-2 (Runs 4&5) - Wet


Rock Core Pictures

Photograph 5: Boring B-3 (Runs 1, 2, & 3) and Boring B-4 (Runs 1 and 2) – Dry

Photograph 6: Boring B-3 (Runs 1, 2, & 3) and Boring B-4 (Runs 1 and 2) – Wet


Rock Core Pictures

Photograph 7: Boring B-5 (Runs 1 & 2) - Dry

Photograph 8: Boring B-5 (Runs 1 & 2) – Wet


Rock Core Pictures

Photograph 9: Boring B-6 (Runs 1 & 2) and Boring B-7 (Run 1) – Dry

Photograph 10: Boring B-6 (Runs 1 & 2) and Boring B-7 (Run 1) – Wet


Rock Core Pictures

Photograph 11: Boring B-7 (Run 2) and Boring B-8 (Runs 1, 2, and 3) – Dry

Photograph 12: Boring B-7 (Run 2) and Boring B-8 (Runs 1, 2, and 3) – Wet

Volkert & Associates, Inc. Route 609 Bridge Replacement over Appomattox River · 2013-10-04 · G....

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Transcript of Volkert & Associates, Inc. Route 609 Bridge Replacement over Appomattox River · 2013-10-04 · G....