REPORT - engage.gov.bc.ca the project design requirements at the time of ... Guideline for...

26 January 2017

GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD

George Massey Tunnel Replacement Project

REPO

RT

Report Number: 1533603-034-R-Rev0

Distribution: 1 Copy - Golder Associates Ltd. 1 Copy - Ministry of Transportation and Infrastructure

Submitted to: Sze Kong, P.Eng. Ministry of Transportation and Infrastructure Suite 310 - 1500 Woolridge Street Coquitlam, BC V3K 0B8


Table of Contents

1.0 INTRODUCTION .................................................................................................................................................... 1

2.0 SITE DESCRIPTION .............................................................................................................................................. 1

3.0 GEOTECHNICAL SCOPE OF WORK ................................................................................................................... 2

4.0 GEOTECHNICAL INVESTIGATION ...................................................................................................................... 2

4.1 Borehole Investigation .............................................................................................................................. 3

4.2 Augerhole Investigation ............................................................................................................................ 3

4.3 Cone Penetration Test Investigation ......................................................................................................... 4

4.4 Laboratory Testing Program ..................................................................................................................... 4

5.0 CLOSURE .............................................................................................................................................................. 5

TABLES Table 1: Inventory of 2016 Testholes .............................................................................................................................. 8

FIGURES Figure 1: Key Plan

Figure 2a: Site Plan 1 of 2

Figure 2b: Site Plan 2 of 2

APPENDICES APPENDIX A Summary Log Sheets

APPENDIX B Cone Penetration Tests

APPENDIX C Cone Penetration Dissipation Tests

APPENDIX D Laboratory Test Results

26 January 2017 Report No. 1533603-034-R-Rev0 i


1.0 INTRODUCTION Golder Associates Ltd. (Golder) was retained by the British Columbia Ministry of Transportation and Infrastructure (MoTI) to provide geotechnical investigation services for the George Massey Tunnel Replacement Project (GMTRP) in Delta, BC. This report documents the factual results of the geotechnical investigation carried out by Golder along Burns Drive and the Highway 99 corridor between the Highway 17 Interchange and Ladner Trunk Road Interchange in Delta, BC during November and December 2016, as authorized by MoTI. It is noted that additional geotechnical investigation works has been carried out by Golder as part of the overall GMTRP and the results of these works are presented in separated factual reports.

Engineering comments and recommendations regarding the geotechnical aspects of the GMTRP are beyond the scope of our assignment and are not addressed herein. MoTI specifically defined the scope of the field and laboratory investigations, test hole locations, investigation depths and investigation methodology for this phase of the geotechnical investigation program. Golder was not involved in planning the investigations and was not aware of the project design requirements at the time of the investigation work. Therefore, Golder cannot guarantee or warranty that the geotechnical information obtained is sufficient to fully satisfy the project objectives or requirements.

This report should be read in conjunction with the “Important Information and Limitations of This Report” which is attached following the text of this report. The reader’s attention is specifically drawn to this information as it essential for the proper use and interpretation of this report.

2.0 SITE DESCRIPTION The site is located on the Fraser River floodplain, extending along the Highway 99 corridor between Highway 17 (South Fraser Perimeter Road) Interchange and Highway 10 (Ladner Trunk Road) Interchange in Delta, BC, as shown in Figure 1. Highway 99 through this investigation segment ranges between four lanes and five lanes (including the 80th Street off ramp).

Currently, the general land-use adjacent to this segment of Highway 99 consists of agricultural properties. In general, the existing site topography along the above ground portions of the Highway 99 corridor is relatively flat and ranges in elevation from approximately 0 m to 2 m.

26 January 2017 Report No. 1533603-034-R-Rev0 1


3.0 GEOTECHNICAL SCOPE OF WORK Golder was retained by the MoTI to provide geotechnical investigation services for the GMTRP under existing consulting services contracts. This report documents the factual results of the geotechnical investigation carried out by Golder during November and December 2016. As noted previously, engineering comments and recommendations are not included in the scope of this report.

The scope of Golder’s geotechnical investigation, summarized in our November 10, 2016 work plan, generally included the following:

Plan and coordinate a geotechnical investigation, including permit/work notice submissions and coordination of traffic control, utility clearance and drilling subcontractors.

Carry out a subsurface geotechnical investigation, including advancement of three Cone Penetration Tests (CPTs), one mud rotary borehole and nine solid stem augerholes, to obtain subsurface soil data at locations along the currently proposed road/underpass alignment as selected by MoTI.

Carry out laboratory testing on selected samples obtained from the borehole and augerholes put down as part of the subsurface geotechnical investigation

Prepare and submit a geotechnical data report, in conformance with MoTI’s Guideline for Geotechnical Reports – Technical Bulletin GM9801.

4.0 GEOTECHNICAL INVESTIGATION Golder conducted a geotechnical CPT and drilling investigation program between 30 November 2016 and 8 December 2016 to record the subsurface soil conditions within the above described portion of the GMTRP site. As part of the investigation planning and coordination, Golder obtained underground utility information from BC One Call, private utility companies and government agencies. Prior to commencement of all subsurface investigation work, Golder retained Western Leakage Services Ltd. to identify physical utility locations in the field. Universal Flagging Inc. assisted Golder with traffic control of vehicles as required.

All utility clearance and geotechnical investigation field work was carried out under the full-time inspection of a member of Golder’s geotechnical staff who identified the test hole locations in the field, coordinated all utility clearance work, coordinated setup of provincial and municipal Work Notifications and supervised all drilling and CPT advancement.

All of the drilling and CPT work was carried out during day shifts, with minimal impact to traffic. The approximate locations and identification of the test holes put down for this investigation phase are presented on Figures 2a and 2b attached. All test hole locations were surveyed in the field using a handheld GPS and are considered approximate only. The GPS coordinates referenced in this report are presented in Universal Transverse Mercator (UTM), NAD83 coordinate system.



4.1 Borehole Investigation One deep borehole, identified as BH16-01, was put down on Burns Drive near the intersection with the 80th Street corridor. Sea to Sky Drilling Services Ltd. of Coquitlam, BC was subcontracted to provide the drilling equipment, rig and operators to conduct the borehole drilling. The borehole was drilled using a truck-mounted B-53 drill rig using mud rotary drilling techniques using a 140 mm OD carbide open-shoe bit on HW size drill rod, to a target depth of 70 m.

During the drilling, Standard Penetration Tests (SPTs) were performed at selected interval depths to assess the in-situ conditions of the soil and collect disturbed soil samples. Inferred relative densities have been included within the Summary Log soil descriptions, where possible, based on SPT penetration values, field tests and quantitative observations of drilling difficulty. Relatively undisturbed 76 mm piston tube samples were obtained in lieu of SPTs, within inferred fine-grained, cohesive soils.

Detailed descriptions of the subsurface conditions encountered in the borehole are reported on the Summary Log sheets, prepared in conformance with the format specified by MoTI. The relevant Summary Log sheets are presented in Appendix A.

Classification of the subsurface soil conditions is in accordance with the MoTI modified Unified Soil Classification System (USCS). A copy of the Materials Classification Legend from the Ministry Bridge Foundation Investigation 1991 Manual has been included in Appendix A for reference. Soil constituent descriptions shown on the Summary Logs are based on the Canadian Foundation Engineering Manual, 2nd Edition, Part 1, Section 3.1.3.1, with nouns capitalized as per MoTI standards.

Following completion of the borehole, the hole was grouted to surface using a bentonite/cement grout mixture and surface sealed with bentonite chips, sand and gravel and asphalt repair patch.

4.2 Augerhole Investigation A total of nine augerholes, identified as AH16-01 through AH16-09, were put down along the proposed Burns Drive development corridor. The augerholes were put down to depths ranging between 6.1 m and 7.6 m below the existing ground surface. ConeTec Investigations Ltd. (ConeTec) of Richmond, BC was subcontracted to provide the auger drilling equipment, rig and operators to carry out the drilling. The augerholes were advanced using ConeTec’s M5T (14 ton) track mounted drill rig.

The augerhole drilling was conducted using conventional solid stem auger drilling techniques in 1.5 m intervals to the target depth (generally determined as within the soil unit located below the upper finer grained near-surface deposits). Disturbed representative samples were obtained within selected soil layers from the auger flights. No in-situ testing was completed nor was any instrumentation installed within the augerholes. Each augerhole was backfilled in conformance with the BC Water Sustainability Act, following completion of each individual augerhole. Due to the limited time available at the time of drilling the augerholes, the stabilized groundwater level was not recorded at the augerhole locations.

Detailed descriptions of the subsurface conditions encountered in the augerholes is reported on the Summary Log sheets, prepared in conformance with the format specified by MoTI. The relevant Summary Log sheets are presented in Appendix A.



Classification of the subsurface soil conditions is in accordance with the MoTI modified Unified Soil Classification System (USCS). A copy of the Materials Classification Legend from the Ministry Bridge Foundation Investigation 1991 Manual has been included in Appendix A for reference. Soil constituent descriptions shown on the Summary Logs are based on the Canadian Foundation Engineering Manual, 2nd Edition, Part 1, Section 3.1.3.1, with nouns capitalized as per MoTI standards.

4.3 Cone Penetration Test Investigation A total of three CPTs, identified as CPT16-01, CPT16-02 and CPT16-03, were put down on the north and south side of Highway 99 approximately at the intersection with the 80th Street corridor. The CPTs were advanced to 70.0 m, 66.5 m and 30.0 m below existing ground surface, respectively. ConeTec Investigations Ltd. (ConeTec) of Richmond, BC was subcontracted to provide the cone testing equipment, drill rigs and operators to advance the tests. The CPTs were carried out in general conformance with ASTM D-5778 and measurements of tip resistance, sleeve friction and porewater pressure were recorded at 25 mm intervals. The electronic cone used for each sounding had a tip capacity of 1500 bar, cross sectional area of 15 cm2 and friction sleeve area of 225 cm2. The CPTs were advanced using ConeTec’s M5T (14 ton) track mounted drill rig. The Net Area Ratio of the electronic cone was 0.8.

Porewater dissipation tests were carried out within select coarser-grained soil horizons to record porewater pressure dissipation rates and to estimate the hydrostatic water level.

Each CPT hole was grouted to the ground surface using a bentonite/cement grout mixture following completion of each CPT sounding.

The results of the CPT testing and dissipation tests are presented in Appendix B and C respectively.

4.4 Laboratory Testing Program Upon completion of the field investigation work, Golder carried out a laboratory testing program on selected samples obtained from the borehole and augerholes. The results of these tests were used to aid in the classification of the soils encountered and to obtain data on their engineering characteristics. The specific laboratory tests included the following:

Water content determination tests (ASTM D4959-07)

Grain size distribution analysis tests (ASTM D422-63(2007) and ASTM C136-06)

Plasticity (Atterberg limit) determination tests (ASTM D4318-10)

One-dimensional consolidation test (ASTM D2435/D 2435M-11, Method A)

The results of the laboratory testing are presented in Appendix D and select testing is summarized on the Summary Log sheets presented in Appendix A.



Remaining undisturbed piston samples and bag samples will be stored for up to three months at Golder’s Burnaby warehouse, pending requests for additional testing and/or review.

5.0 CLOSURE We trust the information in this geotechnical data report is sufficient for your current requirements. Should you have any questions or concerns regarding the information presented, please do not hesitate to contact us.

GOLDER ASSOCIATES LTD.

James Brunswick, E.I.T. Pierce Bakker, P.Eng. Junior Geotechnical Engineer Associate, Senior Geotechnical Engineer

JB/PBB/kn

Golder, Golder Associates and the GA globe design are trademarks of Golder Associates Corporation.

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Important Information and Limitations of this Report Standard of Care: Golder Associates Ltd. (Golder) has prepared this report in a manner consistent with that level of care and skill ordinarily exercised by members of the engineering and science professions currently practising under similar conditions in the jurisdiction in which the services are provided, subject to the time limits and physical constraints applicable to this report. No other warranty, expressed or implied is made.

Basis and Use of the Report: This report has been prepared for the specific site, design objective, development and purpose described to Golder by the Client. The factual data, interpretations and recommendations pertain to a specific project as described in this report and are not applicable to any other project or site location. Any change of site conditions, purpose, development plans or if the project is not initiated within eighteen months of the date of the report may alter the validity of the report. Golder can not be responsible for use of this report, or portions thereof, unless Golder is requested to review and, if necessary, revise the report.

The information, recommendations and opinions expressed in this report are for the sole benefit of the Client. Any other use of this report by others is without responsibility to Golder. The report, all plans, data, drawings and other documents as well as all electronic media prepared by Golder are considered its professional work product, and Golder authorizes only the Client and Approved Users to make copies of the report but only in such quantities as are reasonably necessary for the use of the report by those parties. The Client and Approved Users may not give, lend, sell, or otherwise make available the report or any portion thereof to any other party. The Client acknowledges that electronic media is susceptible to unauthorized modification, deterioration and incompatibility and therefore the Client cannot rely upon the electronic media versions of Golder’s report or other work products.

The report is of a summary nature and is not intended to stand alone without reference to the instructions given to Golder by the Client, communications between Golder and the Client, and to any other reports prepared by Golder for the Client relative to the specific site described in the report. In order to properly understand the suggestions, recommendations and opinions expressed in this report, reference must be made to the whole of the report. Golder can not be responsible for use of portions of the report without reference to the entire report.

Unless otherwise stated, the suggestions, recommendations and opinions given in this report are intended only for the guidance of the Client in the design of the specific project. The extent and detail of investigations, including the number of test holes, necessary to determine all of the relevant conditions which may affect construction costs would normally be greater than has been carried out for design purposes. Contractors bidding on, or undertaking the work, should rely on their own investigations, as well as their own interpretations of the factual data presented in the report, as to how subsurface conditions may affect their work, including but not limited to proposed construction techniques, schedule, safety and equipment capabilities.

Soil, Rock and Groundwater Conditions: Classification and identification of soils, rocks, and geologic units have been based on commonly accepted methods employed in the practice of geotechnical engineering and related disciplines. Classification and identification of the type and condition of these materials or units involves judgment, and boundaries between different soil, rock or geologic types or units may be transitional rather than abrupt. Accordingly, Golder does not warrant or guarantee the exactness of the descriptions.



Special risks occur whenever engineering or related disciplines are applied to identify subsurface conditions and even a comprehensive investigation, sampling and testing program may fail to detect all or certain subsurface conditions. The environmental, geologic, geotechnical, geochemical and hydrogeologic conditions that Golder interprets to exist between and beyond sampling points may differ from those that actually exist. In addition to soil variability, fill of variable physical and chemical composition can be present over portions of the site or on adjacent properties. The professional services retained for this project include only the geotechnical aspects of the subsurface conditions at the site, unless otherwise specifically stated and identified in the report. The presence or implication(s) of possible surface and/or subsurface contamination resulting from previous activities or uses of the site and/or resulting from the introduction onto the site of materials from off-site sources are outside the terms of reference for this project and have not been investigated or addressed.

Soil and groundwater conditions shown in the factual data and described in the report are the observed conditions at the time of their determination or measurement. Unless otherwise noted, those conditions form the basis of the recommendations in the report. Groundwater conditions may vary between and beyond reported locations and can be affected by annual, seasonal and meteorological conditions. The condition of the soil, rock and groundwater may be significantly altered by construction activities (traffic, excavation, groundwater level lowering, pile driving, blasting, etc.) on the site or on adjacent sites. Excavation may expose the soils to changes due to wetting, drying or frost. Unless otherwise indicated the soil must be protected from these changes during construction.

Sample Disposal: Golder will dispose of all uncontaminated soil and/or rock samples 90 days following issue of this report or, upon written request of the Client, will store uncontaminated samples and materials at the Client’s expense. In the event that actual contaminated soils, fills or groundwater are encountered or are inferred to be present, all contaminated samples shall remain the property and responsibility of the Client for proper disposal.

Follow-Up and Construction Services: All details of the design were not known at the time of submission of Golder’s report. Golder’s responsibility is limited to interpreting accurately the information encountered at the borehole locations, at the time of their initial determination or measurement during the preparation of the Report.

Changed Conditions and Drainage: Recognition of changed soil and rock conditions requires experience and it is recommended that Golder be employed to visit the site with sufficient frequency to detect if conditions have changed significantly.

Drainage of subsurface water is commonly required either for temporary or permanent installations for the project. Improper design or construction of drainage or dewatering can have serious consequences. Golder takes no responsibility for the effects of drainage unless specifically involved in the detailed design and construction monitoring of the system.



Table 1: Inventory of 2016 Testholes

Approximate UTM Coordinates (NAD 83) 1

Testhole ID Date Northing Easting Approximate Elevation (m) 2

Depth (m)

BH16-01 30 November 2016 to 1 December 2016 5437652 499523 2 70.4

AH16-01 8 December 2016 5437554 499959 1 6.1 AH16-02 7 December 2016 5437550 500131 1 6.1 AH16-03 7 December 2016 5437543 500350 2 7.6 AH16-04 7 December 2016 5437545 500551 2 6.1 AH16-05 8 December 2016 5437612 500770 1 6.1 AH16-06 7 December 2016 5437545 500938 2 6.1 AH16-07 7 December 2016 5437548 501115 1 6.1 AH16-08 6 December 2016 5437548 501333 2 7.6 AH16-09 8 December 2016 5437606 501460 1 7.6

CPT16-01 6 December 2016 5437625 499412 1 70.0 CPT16-02 5 December 2016 5437651 499535 2 66.5 CPT16-03 5 December 2016 5437589 499758 2 30.0

Notes: 1 Coordinates obtained by Golder Associates using handheld GPS unit and are considered approximate only. 2 Elevations estimated using base elevation information provided by MoTI


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GEORGE MASSEY TUNNEL REPLACEMENT PROJECTGEOTECHNICAL INVESTIGATION - HIGHWAY 17 TO LADNER TRUNK ROADDELTA, BC

MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE

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2

0

0

0

2

2

0

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0

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0

0

2

2

2

4

2

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2

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0

AH16-01 AH16-02 AH16-03 AH16-04

AH16-05

BH16-01

CPT16-01

CPT16-02

CPT16-03

80 S

TREE

T

BURNS DRIVE

HIGHWAY 99

LADNER TRUNK ROAD

CONSULTANT

DESIGN

PREPARED

REVIEW

APPROVED

YYYY-MM-DD TITLE

PROJECT No. Rev.

PROJECTCLIENT

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: \\g

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1533603PHASE700

FIGURE

2a0

2017-01-09

A. WONG

J. BRUNSWICK

P. BAKKER

T. BRYSKI



SITE PLAN 1 OF 20

1:4,000

100 200

METRES

BOREHOLE LOCATION (GOLDER, 2016)

LEGEND

REFERENCE

BASE MAP PROVIDED BY MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE FEBRUARY 2015.FILE NAMES: GMTR - Section 1 - Survey Base No Spots - UTM-FINAL - 2014-05-31.dwg;GMTR - Section2 - Survey Base No Spots - UTM Final - 2014-06-02.dwg;

AUGERHOLE LOCATION (GOLDER, 2016)

CONE PENETRATION TEST LOCATION (GOLDER, 2016)

X X

XXX

X

X

X

X

XX

X

XGP GP GP

GP GP

GP GP

GP GP

GPGP

GP

GP GP

GP

GP

GP

DOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/LDOUBLE Y/L

DO

UBLE Y/L

DO

UBLE Y/L

DO

UBLE Y/L

E/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/P

E/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/PE/P

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E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/PSHOULDER

SHOULDER

SHOULDERSHOULDERSHOULDERSHOULDERSHOULDERSHOULDERSHOULDER

SHOULDER

SHOULDERSHOULDER

SHOULDER

SHO

ULD

ER

SHOULDERSHOULDERSHOULDERSHOULDERSHOULDERSHOULDERSHOULDER

SHOULDER

SHOULDER SHOULDER SHOULDER SHOULDER SHOULDER SHOULDER

SHOULDER

SHOULDER

SHOULDER

SHOULDER

SHOULDER SHOULDERSHOULDER

SHOULDER

SHOULDER

SHOULDER

SHO

ULD

ERSH

OU

LDER

SHO

ULD

ERSH

OU

LDER

E/P E/P E/P E/P E/P E/P E/P E/P E/P

E/P

E/P

E/P

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E/P

E/P

E/PE/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/P

E/PE/P

E/P

E/P

E/P

E/P E/P

E/P

E/P

E/PE/P

E/PE/PE/PE/PE/PE/PE/PE/P

GR

AVEL RO

AD

GR

AVEL RO

AD

GR

AVEL RO

AD

L=16

M

L=9M L=9M

L=11M

L=18

M

L=55M

L=17M

L=7M

L=15M L=7M

L=55ML=16M

L=16M

L=31M

L=55M

L=19M

L=6M L=20M

L=13M

L=30M L=14M

CABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIERCABLE BARRIER

OIP OIP OIP

2

0

0

0

0

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6

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2

0

0

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0

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22

0

0

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00

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2

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0

2

2

2

0

2

0

0

2

2

0

0

0

2

0

0

0

2

2

2

0

2

0

0

2

2

2

0

00

2

0

0

2

0

2

2

2 2

2

0

0

0 0

2

0 0

2

2

2

0

2

0

2

0

0

0

0

2

0

4

0

0

2

2

0

2

2

0

2

0

0

2

0

2

2

0

2

2

0

0

0

2

0

0

2

2

0

2

0

0

0

2

0

0

2

0

2

2

0

0

2

0

2

0

0

2

0

2

0

2

2

0

0

0

0

2

0

0

0

0

0

0

0

0

0

0

0

0

0

2

0

0

2

0

0

0

0

0

2

0

0

00

0

00

0

00

0

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0

0

0

0

0

0

0

0

0

0

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0

0

0

00

0

2

0

0

0

AH16-05

AH16-06 AH16-07 AH16-08

AH16-09

88 S

TREE

T

BURNS DRIVE

HIGHWAY 99

LADNER TRUNK ROAD

CONSULTANT

DESIGN

PREPARED

REVIEW

APPROVED

YYYY-MM-DD TITLE

PROJECT No. Rev.

PROJECTCLIENT

Path

: \\g

olde

r.gds

\gal

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| F

ile N

ame:

153

3603

-700

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.dw

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IF T

HIS

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SUR

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SIZE

HAS

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N M

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IFIE

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M: A

NSI

B

1533603PHASE700

FIGURE

2b0

2017-01-09

A. WONG

J. BRUNSWICK

P. BAKKER

T. BRYSKI



SITE PLAN 2 OF 20

1:4,000

100 200

METRES

BOREHOLE LOCATION (GOLDER, 2016)

LEGEND

REFERENCE

BASE MAP PROVIDED BY MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE FEBRUARY 2015.FILE NAMES: GMTR - Section 1 - Survey Base No Spots - UTM-FINAL - 2014-05-31.dwg;GMTR - Section2 - Survey Base No Spots - UTM Final - 2014-06-02.dwg;

AUGERHOLE LOCATION (GOLDER, 2016)

CONE PENETRATION TEST LOCATION (GOLDER, 2016)


APPENDIX A Summary Log Sheets

26 January 2017 Report No. 1533603-034-R-Rev0

Gravelly, silty SAND, fine tocoarse sand, fine to coarse,sub-angular gravel, grey, moist.[FILL]

ORGANIC SILT to silty PEAT,low plasticity; dark brown tobrown, with rootlets; moist towet.

Fibrous PEAT, high plasticity;dark brown, with rootlets andwood debris; moist to wet.

ORGANIC SILT, low plasticity;brown, with wood debris; moistto wet. - decreasing organic contentwith depth.

Clayey SILT, low to mediumplasticity; grey, with organics(wood fibres); moist to wet.

SILT, some sand, non-plastic;grey; wet.

SAND and SILT, fine sand; grey;wet.

SAND, trace to some silt, finesand; grey; wet.

6.10m END OF HOLE.

0 58 42

341 218

16

107

286

66

27

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P

SAMPLE TYPEAS - AugerC - CoreD - DenisonG - GrabSS - Split SpoonST - Shelby TubePT - Piston TubeW - Wash

SHEET of

Drilling, WellInstallationand Blow

CountDetails

Geotechnical andMaterials Branch

IndexProperties

Cla

ssifi

catio

n

TESTS M - Mechanical Analysis H - Hydrometer AnalysisQ.R.S - Triaxial Compression C - Consolidation DS - Direct Shearw ,w - Liquid, Plastic Limits w - Moisture Content

1 1

PREPARED BY:

UTM NAD83 Coordinates: N 5437554 E 499959

wL wP

Date(s): December 8, 2016

TEST HOLE No.

AH16-01

Elevation: 1 m

SUMMARY LOGMinistry of Transportation and Infrastructure

Project: George Massey Tunnel Replacement Project

Location: Burns Drive, Delta, B.C.

Driller: Conetec Investigations Ltd.

Equipment: M5T Track Mounted Solid Stem Auger

Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)

FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded

She

arS

tren

gth

(kP

a)

San

d

- Golder Associates

Note: Northing and Easting Coordinates have been determinedby GPS in the field and are approximate only.

Inspector: JB - Golder Associates Ltd.

1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

1.22 m

1.98 m

2.59 m

3.28 m

4.57 m

5.03 m

5.33 m

Stabilized groundwater level not recorded.

SM2

OL/PT

PT/OH

OL

ML

ML

SM4

SP-SM1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Gravelly, silty SAND, fine tocoarse sand, fine to coarse,sub-angular to sub-roundedgravel; grey; moist. [FILL]

Fibrous PEAT, low plasticity;brown to dark brown, with wooddebris and rootlets; moist to wet. - with seams of SILT 152 mmthick at 1.52 m and 76 mm thickat 1.98 m.ORGANIC SILT, high plasticity;brown; moist to wet.

Silty CLAY trace sand, lowplasticity, fine sand; grey, withorganics (rootlets); moist to wet.

Clayey SILT, high plasticity;grey; moist to wet.- with organics and up to 25mmthick fine SAND seams.

Silty SAND, fine sand; grey; wet.

SAND, trace to some silt, finesand; grey; wet. - with silt seams up to 13mmthick.

6.10m END OF HOLE.

0 6 94

124

60

67

33

15

373

103

80

61

27

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 1

PREPARED BY:


wL wP


TEST HOLE No.

AH16-02

Elevation: 1 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

GS

1.45 m

2.29 m 2.44 m

3.51 m

4.57 m

4.88 m


SM2

PT

OH

CL

MH

SM3

SP-SM1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

ASPHALTIC CONCRETE

Gravelly SAND, some silt, fine tocoarse sand, fine to coarse,angular gravel; grey; moist.[FILL]

SAND and SILT, some gravel,fine to medium sand, fine,sub-angular gravel; grey-brown;moist.

Silty CLAY, some sand, lowplasticity, fine sand; brown, withrootlets; moist to wet.

Fibrous PEAT, low plasticity;dark brown; moist to wet.- fine SAND layer 76 mm thick at2.82 m depth.

Silty CLAY, some sand, mediumplasticity, fine sand; grey; moistto wet.

- increasing sand content below4.27m depth.


SAND, some silt, fine sand;grey; wet.SILT, some sand, low plasticity,fine sand; grey; wet.

SAND some silt to silty SAND,fine sand; grey; wet.- with seams of silt up to 25 mmthick.

7.62m END OF HOLE.

12

0

49

87

39

13

40 23

5

14

42

217

41

32

24

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 1

PREPARED BY:


wL wP


TEST HOLE No.

AH16-03

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

GS

GS

0.10 m

0.91 m

1.68 m

2.29 m

2.90 m

4.57 m

5.49 m

5.79 m

6.10 m


SW-SM2

SM4

CL

PT

CL

SM3

SP-SM1

ML

SM1-SM3

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

ASPHALTIC CONCRETE

Sandy GRAVEL, some silt, fineto coarse, angular gravel, fine tocoarse sand; grey; moist. [FILL]

Gravelly, silty SAND, fine tocoarse sand, fine to coarse,sub-angular gravel; grey; moist.[FILL]

Clayey SILT to ORGANIC SILT,some sand, low plasticty, finesand; brown, with rootlets andfibres; moist to wet. - with seams of fibrous PEATup to 13 mm thick.Clayey SILT, trace sand, lowplasticity; grey-brown, withseams of organics (roots andwood); moist to wet. - with fibrous PEAT layer 76mm thick at 2.90 m depth. - brown below 2.90m depth.Clayey SILT, some sand, lowplasticity, fine sand; grey; moistto wet.- increasing sand content withdepth.- increasing water content withdepth.



6.10m END OF HOLE.

0 6 94

13

44

42

42

31

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 1

PREPARED BY:


wL wP


TEST HOLE No.

AH16-04

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

0.10 m

0.91 m

1.98 m

2.29 m

3.05 m

4.57 m

5.72 m


GW-GM1

SM2

CL/OL

ML

ML

SM3

SP-SM1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Gravelly SAND, some silt, fine tocoarse sand, fine sub-angulargravel; grey-brown; moist. - black between 0.3 m and 0.61m depth.

SAND, trace to some silt, finesand; grey-brown; moist.

Fibrous PEAT, low plasticity;dark brown; moist to wet.

Silty PEAT, high plasticity; grey;moist to wet.- with seams of sand up to 15mm thick.Clayey SILT, low plasticity; grey;moist to wet.- with seams of sand up to 15mm thick.



6.10m END OF HOLE.

0 94 6

325 139

21

20

515

192

40

28

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 1

PREPARED BY:


wL wP


TEST HOLE No.

AH16-05

Elevation: 1 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

GS

0.61 m

1.52 m

2.29 m

2.59 m

3.81 m

4.42 m


SM1

SP-SM1

PT

PT/OH

ML

SM4

SP-SM1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

ASPHALTIC CONCRETE

Gravelly SAND, some silt, fine tocoarse, angular gravel; grey,moist. [FILL]

Sandy SILT, low plasticity, fine tomedium sand; grey-brown, withorganics (fibres); moist to wet. - with fine to coarse, angulargravel from 1.52m to 1.83mdepth [possible FILL].

Silty PEAT, medium plasticity;brown, with rootlets; moist towet.Clayey SILT, high plasticity;grey; moist to wet.Silty PEAT, medium plasticity;brown, with rootlets; moist towet.

Silty CLAY, trace sand, lowplasticity, fine sand; grey; moistto wet.- with seams of silty PEAT upto 25 mm thick.


6.10m END OF HOLE.

84 41

5

34

101

68

71

24

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 1

PREPARED BY:


wL wP


TEST HOLE No.

AH16-06

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

GS

0.10 m

0.91 m

1.98 m

2.29 m

2.59 m

3.05 m

4.42 m


SW-SM1

ML

PT

MH

PT

CL

SP-SM1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Gravelly SAND and SILT, fine tomedium sand, fine to coarse,sub-angular gravel; brown andgrey, with rootlets; moist. [FILL]

Silty PEAT, trace sand, lowplasticity, fine sand; dark brown,with rootlets; moist to wet.- with sandy silt seam 25 mmthick at 1.37 m depth.

ORGANIC SILT, low plasticity;brown; moist to wet.

Clayey SILT, low plasticity; grey;moist to wet.

- with silty PEAT seam 25 mmthick at 2.97 m depth.


SAND, trace to some silt; finesand; grey; wet.

6.10m END OF HOLE.

0 86 14

13

154

42

35

23

22

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 1

PREPARED BY:


wL wP


TEST HOLE No.

AH16-07

Elevation: 1 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

GS

0.99 m

1.91 m 2.06 m

3.05 m

3.96 m


SM1-ML

PT

OL

ML

SM3/SM4

SP-SM1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

Silty SAND, fine to mediumsand; brown, with rootlets; moist.

Gravelly, silty SAND, fine tocoarse sand, fine, sub-roundedgravel; grey; moist to wet.

Clayey SILT, some sand, tracegravel, low to medium plasticity;grey, with rootlets; moist to wet.Amorphous PEAT, low plasticity;dark brown; moist to wet.Silty CLAY, medium plasticity;grey; moist to wet. - with seams of fibrous PEAT upto 51 mm thick, with wooddebris.Amorphous PEAT, low plasticity;dark brown; moist to wet.

Clayey SILT, trace sand, lowplasticity; grey; moist to wet. - with seams of sandy silty clayup to 25mm thick. - with organics (wood) below4.11m depth.

Clayey SILT, some sand, lowplasticity, fine sand; grey; moistto wet.


SAND, trace to some silt; grey;wet.

7.62m END OF HOLE.

0

0

13

1

87

99

42 33

21

12

43

92

262

45

38

29

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 1

PREPARED BY:


wL wP


TEST HOLE No.

AH16-08

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

GS

GS

GS

0.30 m

1.52 m

1.83 m 1.98 m

2.59 m

3.05 m

4.57 m

5.94 m

6.86 m


SM1

SM2

ML

PT

CL

PT

ML

ML

SM3

SP-SM1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

TOPSOIL

SAND, some silt, fine to mediumsand; grey-brown; moist.

Clayey SILT, trace to somesand, low plasticity, fine sand;grey, with organics (wood); moistto wet.Fibrous PEAT, some silt, lowplasticity; dark brown, with woodand fibres; moist to wet. - with seams of SILT up to 25mm thick.

Clayey SILT, high plasticity;grey; moist to wet.- with layer of silty PEAT 51 mmthick at 2.97 m depth.- with wood debris and fibresbelow 3.05 m depth.

SILT and SAND, non-plastic,fine sand; grey; wet.

SAND, trace to some silt, finesand; grey, with seams of silt;wet.

7.62m END OF HOLE.

0

0

8

46

92

54

71 45

15

53

225

66

31

23

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 1

PREPARED BY:


wL wP


TEST HOLE No.

AH16-09

Elevation: 1 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

GS

GS

GS

GS

GS

GS

0.05 m

1.52 m

1.83 m

2.74 m

4.88 m

6.10 m


TS

SP-SM1

ML

PT

MH

ML/SM4

SP-SM1

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

1

1

9

11

0010

1011

0000

3547

11747

WH

ASPHALTIC CONCRETE

Gravelly SAND, trace to somesilt, fine to coarse sand, fine tocoarse, angular gravel; grey;moist. [FILL]

Very soft SILT, some sand, lowplasticity, fine sand; grey; moistto wet.

Very soft silty PEAT, lowplasticity; dark brown, withrootlets; moist to wet.

Very soft SILT, some clay, highplasticity; grey; moist to wet.

Loose to compact SAND, tracesilt, fine sand; grey; wet.

0 93 7

58 35

26551

62

25

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


1 8

PREPARED BY:


wL wP

Date(s): November 30, 2016 - December 1, 2016

TEST HOLE No.

BH16-01

Elevation: 2 m




Driller: Sea to Sky Drilling Ltd.

Equipment: Truck Mounted B53 - Rotary Borehole

Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)

DCPT - Dynamic Cone Penetration Test

San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

SS

SS

SS

SS

SS

0.00

0.46

0.61

0.00

0.30

0.06 m

1.07 m

2.44 m

3.20 m

5.33 m

SP-SM

ML

PT

MH

SP

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

9

10

9

3547

4559

5458


0 92 8 26

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


2 8

PREPARED BY:


wL wP


TEST HOLE No.

BH16-01

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)


San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

SS

SS

SS

0.30

0.30

0.36

SP

9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

18.0

29

1

16171210

0101


Very soft to stiff clayey SILTtrace sand to sandy SILT, someclay, low plasticity, fine sand;grey; moist to wet; with 0.3 m to1.0 m thick layers of compact todense, non-plastic SILT andSILTY SAND throughout thedeposit (thickness inferred bydrilling observations andsampling).

C

0

0

16

25

84

75

30

24

21

18

34

35

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


3 8

PREPARED BY:


wL wP


TEST HOLE No.

BH16-01

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)


San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

SS

SS

TP

0.05

0.61

0.46

21.64 m

350PSI

SP

CL + ML+ SM4

18.0

19.0

20.0

21.0

22.0

23.0

24.0

25.0

26.0

27.0

6

0068


00

338

9762

3833

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


4 8

PREPARED BY:


wL wP


TEST HOLE No.

BH16-01

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)


San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

SS

TP

0.61

0.61280PSI

CL + ML+ SM4

27.0

28.0

29.0

30.0

31.0

32.0

33.0

34.0

35.0

36.0

3

2

0032

0112

NA


- Increased fines contentbetween 40.8 m and 53.9 m(inferred based on observeddrilling resistance and sampling).

0 2 98 41

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


5 8

PREPARED BY:


wL wP


TEST HOLE No.

BH16-01

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)


San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

SS

SS

SS

0.00

0.61

CL + ML+ SM4

36.0

37.0

38.0

39.0

40.0

41.0

42.0

43.0

44.0

45.0

2

8

2024

0444


Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


6 8

PREPARED BY:


wL wP


TEST HOLE No.

BH16-01

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)


San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

SS

SS

0.61

0.30

CL + ML+ SM4

45.0

46.0

47.0

48.0

49.0

50.0

51.0

52.0

53.0

54.0

14

14

068

11

268

10


0 14 86 32

30

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


7 8

PREPARED BY:


wL wP


TEST HOLE No.

BH16-01

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)


San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

SS

SS

0.61

0.46

CL + ML+ SM4

54.0

55.0

56.0

57.0

58.0

59.0

60.0

61.0

62.0

63.0

5

31

21

6523

16141716

08

138


70.41m END OF HOLE.

0 11 89 28 20 27

33

Sam

ple

Typ

e

(Blo

ws/

0.3m

)D

CP

T

(Blo

ws/

0.3m

)S

PT

N

Rec

over

y (m

)

P


SHEET of


CountDetails


IndexProperties

Cla

ssifi

catio

n


8 8

PREPARED BY:


wL wP


TEST HOLE No.

BH16-01

Elevation: 2 m






Oth

er T

ests

w

Gradation %

Gra

vel

Fin

es

L

DescriptionD

epth

(m

)


She

arS

tren

gth

(kP

a)


San

d

- Golder Associates



1533603 (700)

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:B

C_M

OT

WIT

H D

CP

T (

AU

TO

) ja

youn

g 2

5/1/

17

SS

SS

SS

0.61

0.46

0.61

SPT #21N-Valuedeterminedby last twosets dueto heave.


CL + ML+ SM4

63.0

64.0

65.0

66.0

67.0

68.0

69.0

70.0

71.0

72.0


APPENDIX B Cone Penetration Tests


The reported coordinates were provided by the client.

0 200 400

0

5

10

15

20

25

30

35

40

45

50

qt (bar)

De

pth

(m

ete

rs)

0.0 2.5 5.0

fs (bar)

0.0 2.0 4.0 6.0

Rf (%)

0 200 400 6000

u (m)

0 15 300-15-30

Incl X/Y (Deg)

GolderJob No: 16-02074

Date: 2016/12/06 08:32

Site: Burns Drive and 80th Street, Delta

Sounding: CPT16-01

Cone: 407:T1500F15U500

Max Depth: 69.975 m / 229.57 ftDepth Inc: 0.025 m / 0.082 ftAvg Int: Every Point

File: 16-02074_CP01.CORUnit Wt: SBT Zones

SBT: Robertson and Campanella, 1986Coords: UTM 10N N: 5437625m E: 499412m Sheet No: 1 of 2

X Y

Target Depth Target Depth Target Depth Target Depth Target Depth


0 200 400

50

55

60

65

70

75

80

85

90

95

100100

qt (bar)

De

pth

(m

ete

rs)

0.0 2.5 5.0

fs (bar)

0.0 2.0 4.0 6.0

Rf (%)

0 200 400 6000

u (m)

0 15 300-15-30

Incl X/Y (Deg)


Date: 2016/12/06 08:32


Sounding: CPT16-01

Cone: 407:T1500F15U500




X Y



0 200 400

0

5

10

15

20

25

30

35

40

45

50

qt (bar)

De

pth

(m

ete

rs)

0.0 2.5 5.0

fs (bar)

0.0 2.0 4.0 6.0

Rf (%)

0 200 400 6000

u (m)

0 15 300-15-30

Incl X/Y (Deg)


Date: 2016/12/05 09:16


Sounding: CPT16-02

Cone: 407:T1500F15U500




X Y

Refusal Refusal Refusal Refusal Refusal


0 200 400

50

55

60

65

70

75

80

85

90

95

100100

qt (bar)

De

pth

(m

ete

rs)

0.0 2.5 5.0

fs (bar)

0.0 2.0 4.0 6.0

Rf (%)

0 200 400 6000

u (m)

0 15 300-15-30

Incl X/Y (Deg)


Date: 2016/12/05 09:16


Sounding: CPT16-02

Cone: 407:T1500F15U500




X Y

Refusal Refusal Refusal Refusal Refusal


0 200 400

0

5

10

15

20

25

30

35

40

45

5050

qt (bar)

De

pth

(m

ete

rs)

0.0 2.5 5.0

fs (bar)

0.0 2.0 4.0 6.0

Rf (%)

0 200 400 6000

u (m)

0 15 300-15-30

Incl X/Y (Deg)


Date: 2016/12/05 14:20


Sounding: CPT16-03

Cone: 407:T1500F15U500




X Y



APPENDIX C Cone Penetration Dissipation Tests


0 200 400 600 800

0.0

10.0

20.0

30.0

40.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/06/2016 08:32


Sounding: CPT16-01

Cone: 407:T1500F15U500 Area=15 cm²

Trace Summary: Filename: 16-02074_CP01.PPF

Depth: 15.400 m / 50.524 ft

Duration: 710.0 s

U Min: 14.7 m

U Max: 15.3 m

WT: 0.485 m / 1.591 ft

Ueq: 14.9 m

0 200 400 600 800

0.0

20.0

40.0

60.0

80.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/06/2016 08:32


Sounding: CPT16-01

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 30.000 m / 98.424 ft

Duration: 600.0 s

U Min: 29.3 m

U Max: 59.8 m

WT: 0.508 m / 1.667 ft

Ueq: 29.5 m

0 100 200 300 400

0.0

20.0

40.0

60.0

80.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/06/2016 08:32


Sounding: CPT16-01

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 40.000 m / 131.232 ft

Duration: 340.0 s

U Min: 23.8 m

U Max: 39.2 m

WT: 0.508 m / 1.667 ft

Ueq: 39.5 m

0 200 400 600 800

0.0

5.0

10.0

15.0

20.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/05/2016 09:16


Sounding: CPT16-02

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 8.000 m / 26.246 ft

Duration: 625.0 s

U Min: 6.7 m

U Max: 9.4 m

WT: 0.669 m / 2.195 ft

Ueq: 7.3 m

0 200 400 600 800

0.0

10.0

20.0

30.0

40.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/05/2016 09:16


Sounding: CPT16-02

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 19.000 m / 62.335 ft

Duration: 440.0 s

U Min: 17.9 m

U Max: 18.8 m

WT: 0.695 m / 2.280 ft

Ueq: 18.3 m

0 250 500 750 1000

0.0

20.0

40.0

60.0

80.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/05/2016 09:16


Sounding: CPT16-02

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 37.000 m / 121.390 ft

Duration: 810.0 s

U Min: 36.1 m

U Max: 38.2 m

WT: 0.729 m / 2.392 ft

Ueq: 36.3 m

0 100 200 300 400

0.0

25.0

50.0

75.0

100.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/05/2016 09:16


Sounding: CPT16-02

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 63.375 m / 207.921 ft

Duration: 325.0 s

U Min: 41.8 m

U Max: 62.1 m

WT: 0.663 m / 2.175 ft

Ueq: 62.7 m

0 50 100 150 200

0.0

25.0

50.0

75.0

100.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/05/2016 09:16


Sounding: CPT16-02

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 66.450 m / 218.009 ft

Duration: 135.0 s

U Min: 62.6 m

U Max: 65.0 m

WT: 0.772 m / 2.533 ft

Ueq: 65.7 m

0 200 400 600 800

0.0

5.0

10.0

15.0

20.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/05/2016 14:20


Sounding: CPT16-03

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 10.000 m / 32.808 ft

Duration: 680.0 s

U Min: 8.6 m

U Max: 10.9 m

WT: 0.466 m / 1.529 ft

Ueq: 9.5 m

0 120 240 360 480

0.0

10.0

20.0

30.0

40.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/05/2016 14:20


Sounding: CPT16-03

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 20.000 m / 65.616 ft

Duration: 400.0 s

U Min: 18.1 m

U Max: 20.8 m

WT: 0.508 m / 1.667 ft

Ueq: 19.5 m

0 120 240 360 480

0.0

10.0

20.0

30.0

40.0

Time (s)

Po

re P

ress

ure

(m

)Golder

Job No: 16-02074

Date: 12/05/2016 14:20


Sounding: CPT16-03

Cone: 407:T1500F15U500 Area=15 cm²


Depth: 30.000 m / 98.424 ft

Duration: 400.0 s

U Min: 14.2 m

U Max: 30.0 m

WT: 0.508 m / 1.667 ft

Ueq: 29.5 m


APPENDIX D Laboratory Test Results


AH16-01 1 0.61 0.91 15.5

AH16-01 2 1.22 1.52 106.9

AH16-01 3 2.59 2.90 285.6

AH16-01 4 3.96 4.27 66.3

AH16-01 5 5.03 5.33 26.8

AH16-02 1 0.61 0.91 14.8

AH16-02 2 1.83 2.13 372.6

AH16-02 3 2.29 2.44 103.1

AH16-02 4 2.74 3.05 79.8

AH16-02 5 3.96 4.27 60.8

AH16-02 6 5.18 5.49 26.8

AH16-03 1 0.30 0.61 4.6

AH16-03 2 1.22 1.52 14.2

AH16-03 3 1.83 2.13 41.8

AH16-03 4 2.44 2.74 217.2

AH16-03 5 3.66 3.96 41.1

AH16-03 6 4.88 5.18 32.2

AH16-03 7 7.32 7.62 24.2

AH16-04 1 0.91 1.22 12.5

AH16-04 2 1.98 2.29 44.5

AH16-04 3 2.44 2.74 42.0

AH16-04 4 3.81 4.11 41.7

AH16-04 5 5.18 5.49 31.2

AH16-05 1 0.00 0.30 20.8

AH16-05 2 1.22 1.52 19.8

AH16-05 3 1.83 2.13 514.9

AH16-05 4 2.29 2.59 191.6

AH16-05 5 3.96 4.27 40.2

AH16-05 6 5.49 5.79 27.6

AH16-06 1 0.61 0.91 4.8

AH16-06 2 1.22 1.52 33.7

AH16-06 3 1.98 2.29 100.8

AH16-06 4 2.29 2.59 68.3

AH16-06 5 3.66 3.96 71.3

SampleLocation

WaterContent

(%)Depth

(m)Bottom

(m)

Depth IntervalSample

No.Specimen

No.

Sheet 1 of 3

LH 1/4/2017

ASTM D 2216WATER CONTENT DETERMINATION Reference(s)

Checked Date

Project:

Location:


Client: Ministry of Transportation and Infrastructure

Delta, BC

Lab Schedule No.: 161206/161213Project No.: 1533603 Phase: 700

Golder Associates Ltd.Suite 200 - 2920 Virtual Way Vancouver, BC, V5M 0C4 CANADATel: +1 (604) 296 4200 Fax: +1 (604) 298 5253 www.golder.com

Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_WA

TE

R C

ON

TE

NT

(R

EP

OR

T)

JB

runs

wic

k 5

/1/1

7

AH16-06 6 5.49 5.79 23.9

AH16-07 1 0.46 0.76 13.4

AH16-07 2 1.22 1.52 154.0

AH16-07 3 2.44 2.74 42.1

AH16-07 4 3.35 3.66 34.9

AH16-07 5 4.27 4.57 22.6

AH16-07 6 5.49 5.79 21.8

AH16-08 1 0.00 0.30 21.5

AH16-08 2 0.91 1.22 12.1

AH16-08 3 1.52 1.83 42.7

AH16-08 4 2.13 2.44 92.1

AH16-08 5 2.74 3.05 261.9

AH16-08 6 3.96 4.27 44.8

AH16-08 7 5.49 5.79 37.8

AH16-08 8 6.40 6.71 29.2

AH16-09 1 0.91 1.22 15.5

AH16-09 2 1.52 1.83 53.4

AH16-09 3 2.13 2.44 225.5

AH16-09 4 3.66 3.96 66.0

AH16-09 5 5.18 5.49 31.1

AH16-09 6 6.71 7.01 22.9

BH16-01 2 2A 2.74 3.20 264.6

BH16-01 2 2B 3.20 3.35 51.2

BH16-01 3 4.27 4.88 62.5

BH16-01 5 7.32 7.92 25.5

BH16-01 7 13.41 14.02 26.2

BH16-01 10 22.56 23.16 33.6

BH16-01 11 25.91 26.52 34.5

BH16-01 12 12A 30.18 30.48 37.8

BH16-01 12 12B 30.48 30.79 33.1

BH16-01 16 42.37 42.98 40.8

BH16-01 19 54.56 55.17 32.3

BH16-01 20 59.13 59.74 30.0

BH16-01 21 63.70 64.31 26.7

SampleLocation

WaterContent

(%)Depth

(m)Bottom

(m)


No.Specimen

No.

Sheet 2 of 3

LH 1/4/2017


Checked Date

Project:

Location:



Delta, BC




Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_WA

TE

R C

ON

TE

NT

(R

EP

OR

T)

JB

runs

wic

k 5

/1/1

7

BH16-01 23 69.80 70.41 32.6

SampleLocation

WaterContent

(%)Depth

(m)Bottom

(m)


No.Specimen

No.

Sheet 3 of 3

LH 1/4/2017


Checked Date

Project:

Location:



Delta, BC




Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_WA

TE

R C

ON

TE

NT

(R

EP

OR

T)

JB

runs

wic

k 5

/1/1

7

0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100

40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)

Coarse

GRAVEL

200100603/81224 USCS Particle Size Scale

LH

5.03 to 5.33

OA 12/15/2016 1/4/2017

Size of Opening (inches)103/436

Per

cen

t F

iner

by

Mas

s

SAND

Fine MediumCoarseBOULDER FINES (Silt, Clay)

Fine

Particle Size (mm)

COBBLE

(USS)

SUMMARY OF PARTICLE SIZE DISTRIBUTION

Depth Interval (m):

(mm)

PercentPassing

ParticleSizeSieve Size

Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.6

90.4

78.7

59.8

42.1

National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17

Sample Location: AH16-01

Sample No.: 5

Lab Schedule No.:

ASTM C136

Tech Date Checked Date

Ministry of Transportation


Client:

Project:

Location:

Project No.: 1533603 Phase: 700

Delta, BC

Suite 200 - 2920 Virtual Way Vancouver, BC, V5M 0C4 CANADATel: +1 (604) 296 4200 Fax: +1 (604) 298 5253 www.golder.com

Golder Associates Ltd.

0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

2.74 to 3.05

OA 12/15/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

99.8

98.9

97.8

96.7

95.5

94.6

93.7



Sample No.: 4

Lab Schedule No.:

ASTM C136




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

1.22 to 1.52

OA 12/16/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

95.8

95.8

93.3

92.5

87.6

82.0

76.2

67.6

57.5

48.6

43.3

38.6



Sample No.: 2

Lab Schedule No.:

ASTM C136




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

7.32 to 7.62

OA 12/16/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

97.2

80.6

44.6

21.7

15.6

12.9



Sample No.: 7

Lab Schedule No.:

ASTM C136




Client:

Project:

Location:


Delta, BC



`

0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

2.44 to 2.74

OA/VN 12/19/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0380

0.0278

0.0186

0.0114

0.0083

0.0060

0.0043

0.0030

0.0013

88.2

81.4

69.6

55.9

46.2

37.7

32.0

28.2

19.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

98.5

97.2

96.2

95.2

94.6

94.0



Sample No.: 3

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

5.49 to 5.79

OA 12/16/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

99.9

99.8

94.8

44.2

13.4

7.7

5.5



Sample No.: 6

Lab Schedule No.:

ASTM C136




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

4.27 to 4.57

OA 12/16/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.0

62.3

22.2

16.7

14.0



Sample No.: 5

Lab Schedule No.:

ASTM C136




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

1.52 to 1.83

OA/VN 12/19/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0392

0.0284

0.0184

0.0111

0.0081

0.0059

0.0043

0.0030

0.0013

82.2

77.3

71.3

60.8

52.6

43.3

34.0

30.1

19.9

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.3

98.6

96.8

95.1

92.7

90.0

88.2

86.7



Sample No.: 3

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

3.96 to 4.27

OA/VN 12/19/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0384

0.0285

0.0189

0.0116

0.0084

0.0061

0.0044

0.0031

0.0013

91.6

81.4

71.2

55.4

46.3

37.8

31.3

25.6

18.6

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

99.9

99.7

99.6

99.0



Sample No.: 6

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

1.52 to 1.83

OA/VN 12/19/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0382

0.0282

0.0189

0.0115

0.0084

0.0060

0.0044

0.0030

0.0013

87.7

78.8

66.0

53.2

44.6

37.8

32.1

28.3

19.1

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.8

99.0

96.4

94.0

93.1

92.2



Sample No.: 2

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

5.18 to 5.49

OA 12/15/2016 1/4/2017


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

97.5

81.7

65.8

54.2



Sample No.: 5

Lab Schedule No.:

ASTM C136




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

7.32 to 7.92

SJ/JP 12/13/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

96.6

61.9

16.3

9.2

7.5


Sample Location: BH16-01

Sample No.: 5

Lab Schedule No.:

ASTM C136




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

13.41 to 14.02

SJ/JP 12/13/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.7

98.0

89.6

60.4

19.7

10.3

8.0



Sample No.: 7

Lab Schedule No.:

ASTM C136




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

22.56 to 23.16

SJ/OA 12/12/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0410

0.0305

0.0202

0.0121

0.0088

0.0063

0.0045

0.0031

0.0013

71.1

59.6

48.1

38.6

29.1

25.6

22.2

19.3

13.2

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.8

99.5

98.0

92.5

83.8



Sample No.: 10

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

25.91 to 26.52

SJ/OA 12/12/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0427

0.0309

0.0203

0.0120

0.0086

0.0062

0.0044

0.0031

0.0013

63.4

57.3

47.2

40.3

34.4

30.6

27.8

24.7

17.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

99.0

89.8

75.1



Sample No.: 11

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

30.18 to 30.48

SJ/OA 12/12/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

Specimen: 12A

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0373

0.0280

0.0190

0.0116

0.0085

0.0061

0.0043

0.0030

0.0013

88.9

77.3

62.0

48.5

38.9

34.6

29.4

25.4

19.1

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

99.8

99.6

99.0

96.5



Sample No.: 12

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

30.48 to 30.79

SJ/OA 12/12/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

Specimen: 12B

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0439

0.0324

0.0211

0.0124

0.0088

0.0063

0.0045

0.0031

0.0013

36.5

28.6

23.2

19.9

17.3

14.9

13.1

11.7

9.8

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.9

99.7

99.6

98.7

89.8

62.2



Sample No.: 12

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

42.37 to 42.98

SJ/OA 12/12/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0369

0.0275

0.0184

0.0112

0.0082

0.0059

0.0043

0.0030

0.0013

94.2

84.2

72.3

59.4

49.6

41.9

35.4

31.3

21.8

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.8

99.1

97.8



Sample No.: 16

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

54.56 to 55.17

SJ/OA 12/12/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0414

0.0310

0.0206

0.0122

0.0087

0.0062

0.0044

0.0031

0.0013

59.3

47.3

35.3

28.4

24.4

21.9

17.8

16.1

12.6

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.7

98.7

96.1

85.6



Sample No.: 19

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



0

10

20

30

40

50

60

70

80

90

100

0.00010.0010.010.1110100


Coarse

GRAVEL


LH

63.70 to 64.31

SJ/OA 12/12/2016 12/16/2016


Per

cen

t F

iner

by

Mas

s

SAND


Fine

Particle Size (mm)

COBBLE

(USS)


Depth Interval (m):

(mm)

PercentPassing


Legend

(mm)

6"

3.5"

3"

2"

1 1/2"

1"

3/4"

1/2"

3/8"

#4 US MESH

#10 US MESH

#20 US MESH

#40 US MESH

#60 US MESH

#100 US MESH

#140 US MESH

#200 US MESH

152.4

88.9

76.2

50.8

38.1

25.4

19.1

12.7

9.5

4.75

2

0.85

0.425

0.25

0.15

0.106

0.075

0.0388

0.0289

0.0191

0.0114

0.0083

0.0060

0.0043

0.0030

0.0013

72.1

62.9

53.8

46.4

39.8

34.2

30.3

26.8

19.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

100.0

99.8

99.6

97.8

89.5



Sample No.: 21

Lab Schedule No.:

ASTM D 422




Client:

Project:

Location:


Delta, BC



>>^^

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex

NaturalWater Content

(%)

LiquidityIndex

ASTM D 4318-10

NP - NON-PLASTIC RESULT ND - NOT DETERMINED

2.59 to 2.90Depth Interval (m):

AH16-01 285.6341 218 0.5 123.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/19/2016 LH

Note: The test data given herein pertain to the sample provided only. This report constitutes a testing service only.

1/4/2017

LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS

3

Sample / SpecimenNumber

2.59 2.90

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

ND

N/A

Preparation Method:Test Method: A-Multi Point

Other Remarks:

Wet

1533603 Phase: 700

Project:

Location:


Client: Ministry of Transportation

Delta, BC

Project No.:

DateTech Checked Date




Reference(s)

Augerhole ID: AH16-01

Lab Schedule No.:

Sample No.: 3

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

>>

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



AH16-02 103.1124 67 0.6 57.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/20/2016 LH


1/4/2017


3


2.29 2.44

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

ND

N/A


Other Remarks:

Wet

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 3

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



AH16-02 60.860 33 1.0 27.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/19/2016 LH


1/4/2017


5


3.96 4.27

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

ND

N/A


Other Remarks:

Wet

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 5

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



AH16-03 41.140 23 1.1 17.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/21/2016 LH


1/4/2017


5


3.66 3.96

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

ND

N/A


Other Remarks:

Air Dried

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 5

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

>>^^

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



AH16-05 191.6325 139 0.3 186.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/23/2016 LH


1/4/2017


4


2.29 2.59

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

ND

N/A


Other Remarks:

Wet

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 4

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



AH16-06 68.384 41 0.6 43.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/23/2016 LH


1/4/2017


4


2.29 2.59

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

ND

N/A


Other Remarks:

Wet

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 4

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



AH16-08 42.742 33 1.1 9.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/28/2016 LH


1/4/2017


3


1.52 1.83

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

95

N/A


Other Remarks:

Air Dried

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 3

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



AH16-09 66.071 45 0.8 26.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/28/2016 LH


1/4/2017


4


3.66 3.96

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

ND

N/A


Other Remarks:

Air Dried

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 4

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



BH16-01 62.558 35 1.2 23.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/8/2016 LH


12/16/2016


3


4.27 4.88

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

ND

N/A


Other Remarks:

Air Dried

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)

Borehole ID: BH16-01

Lab Schedule No.:

Sample No.: 3

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



BH16-01 33.630 21 1.4 9.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/8/2016 LH


12/16/2016


10


22.56 23.16

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

100

N/A


Other Remarks:

Wet

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 10

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



BH16-01 34.524 18 2.8 6.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/13/2016 LH


12/16/2016


11


25.91 26.52

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

100

N/A


Other Remarks:

Air Dried

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 11

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

0

10

20

30

40

50

60

70

80

0 10 20 30 40 50 60 70 80 90 100

LiquidLimit

PlasticLimit

PlasticityIndex


(%)

LiquidityIndex

ASTM D 4318-10



BH16-01 26.728 20 0.8 8.0

PLASTICITY CHART

Pla

stic

ity

Ind

ex

Liquid Limit

Depth(m)

SampleLocation

OA 12/8/2016 LH


12/16/2016


21


63.70 64.31

Bottom(m)

PercentPassing

#40 Sieve(%)

Sym.

100

N/A


Other Remarks:

Air Dried

1533603 Phase: 700

Project:

Location:



Delta, BC

Project No.:





Reference(s)


Lab Schedule No.:

Sample No.: 21

Nat

iona

l IM

Ser

ver:

GIN

T_G

AL_

NA

TIO

NA

LIM

Uni

que

Pro

ject

ID: O

utpu

t For

m:_

LAB

_AT

TE

RB

ER

G C

AS

AG

RA

ND

E (

SIN

GLE

) J

Bru

nsw

ick

5/1

/17

ML OLORCL-ML

"A" Line

ORMH OH

CL OLOR

CH OHOR

Golder Associates Ltd. - Burnaby Laboratory

Unit 300 - 3811 North Fraser Way

Burnaby, B.C. Canada V5J 5J2

Project No. : Client : Borehole: BH16-01

Sch No. Project : Sample:Lab Work: Location: Depth (m) : 25.91 - 26.52

Advanced to 15kPa due to swelling.

December 8, 2016 December 29, 2017

TESTED BY DATE CHECKED BY DATE

TM DL

Reference(s)One-Dimensional Consolidation Properties of Soils

1533603-700

464

TM

ASTM D 2435/D 2435M-11MOTI

GMTRP

Delta, BC

11

0.650

0.700

0.750

0.800

0.850

0.900

0.950

1.000

1.050

1 10 100 1000 10000

Void

Rat

io

Vertical Stress - kPa

Vold Ratio vs Stress

1.00E-03

1.00E-02

1.00E-01

1 10 100 1000 10000

Cv

(c

m2 /s

ec)

Average Vertical Stress - kPa

Coefficient of Consolidation vs Stress

1.00E-08

1.00E-07

1.00E-06

1.00E-05

1 10 100 1000 10000

k (c

m/s

ec)

Average Vertical Stress - kPa

Coefficient of Permeability vs Stress

Golder Associates Ltd. - Burnaby Laboratory

Unit 300 - 3811 North Fraser Way

Burnaby, B.C. Canada V5J 5J2

Project No. : Client : Borehole: BH16-01Sch No. Project : Sample:Lab Work: Location: Depth (m) : 25.91 - 26.52

Machine: Initial Final Initial FinalMach No. Height (mm) = 22.25 19.24 123.74 116.55

Ring No. Diameter (mm) = 63.57 63.57 90.44 90.44

Drainage: Area (cm2) = 31.73 31.73 w (%) = 36.82 28.87

Volume (cm3) = 70.59 61.06 e = 1.022 0.749

ρwet (kg/m3) = 1753 1909

ρdry (kg/m3) = 1281 1481

ASTM Method: Gs = 2.59 Assumed S (%) = 93 100

Method for Cv : Hs (mm) = 11.00

Havg :

Time Increment: Liquid Limit:

Plastic Limit:

N/A Plasticity Index:

Soil Classification:

t 90

(min)

1 5 0.13 22.13 0.52 11.13 1.011

2 12 0.37 21.83 1.88 10.83 0.984 8 1.00 10.99 1.33 1.3E-02 2.4E-06

3 24 0.29 21.57 3.05 10.57 0.961 18 0.97 10.85 1.50 1.1E-02 1.1E-06

4 48 0.34 21.27 4.42 10.26 0.933 36 0.95 10.71 1.77 9.2E-03 5.4E-07

5 96 0.40 20.91 6.02 9.91 0.900 72 0.92 10.54 1.48 1.1E-02 3.7E-07

6 192 0.54 20.44 8.15 9.43 0.857 144 0.88 10.34 1.27 1.2E-02 2.8E-07

7 383 0.70 19.81 10.98 8.80 0.800 287 0.83 10.06 1.32 1.1E-02 1.7E-07

8 766 0.76 19.16 13.90 8.15 0.741 575 0.77 9.74 1.73 7.7E-03 6.6E-08

9 1532 0.84 18.44 17.11 7.44 0.676 1149 0.71 9.40 1.61 7.8E-03 3.8E-08

10 766 -0.18 18.55 16.65 7.54 0.685

11 192 -0.28 18.70 15.94 7.70 0.700

12 48 -0.26 18.87 15.20 7.87 0.715

13 12 -0.39 19.24 13.52 8.24 0.749

Comments: Void Ratio Vs. Stress computed for end of increment. Final height measured by LVDT.

Description: CLAYEY SILT, trace sand, grey, w > PL, soft.

eavg

Delta, BC

CL-ML

Remarks Sample Properties

Equipment

B2

Phase Relationships

Estimated Preconsolidation Stress:

Specimen Geometry

Sigma-1

4 Wet Wt (g) =

18

A - Constant Time Increment

Taylor

Dry Wt (g) =

Double-sided

Atterberg Limits

24

Cv (cm2/sec)

Havg

(mm)k

(cm/sec)

6

Half the specimen height

Stress avg

(kPa) ∆H

(mm)

ε Σ ∆Η / Ηο

(%)

1440 min

Stress (kPa)

Corrected d f

(mm)

H-Hs

(mm)

One-Dimensional Consolidation Properties of Soils Reference(s)

ASTM D 2435/D 2435M-11

MOTIGMTRP

1533603-700464TM

11

December 29, 2017

TESTED BY DATE CHECKED BY DATE

Load #

TM December 8, 2016

e (H-Hs)/Hs

DL

Golder Associates Ltd. Suite 200 - 2920 Virtual Way Vancouver, BC, V5M 0C4 Canada T: +1 (604) 296 4200

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