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
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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.
26 January 2017 Report No. 1533603-034-R-Rev0 2
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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.
26 January 2017 Report No. 1533603-034-R-Rev0 3
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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.
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GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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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26 January 2017 Report No. 1533603-034-R-Rev0 5
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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.
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GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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.
26 January 2017 Report No. 1533603-034-R-Rev0 7
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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
26 January 2017 Report No. 1533603-034-R-Rev0 8
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A. WONG
J. BRUNSWICK
P. BAKKER
T. BRYSKI
GEORGE MASSEY TUNNEL REPLACEMENT PROJECTGEOTECHNICAL INVESTIGATION - HIGHWAY 17 TO LADNER TRUNK ROADDELTA, BC
MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE
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2
2
2
2
2
0
0
0
2
0
2
0
0
2
2
2
2
0
2
2
2
2
2
2
2
2
0
2
2
2
2
2
0
2
2
2
0
2
2
0
2
2
2
2
2
2
2
2
2
2
0
2
0
2
2
2
0
2
2
2
0
2
0
0
0
0
2
2
0
00
2
0
00
0
2
0
0
2
2
0
2
0
2
2
2
0
2
2
0
2
2
2
2
2
0 0
2
0
2
0
0
0
2
0
2
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00
2
2
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0
0
2
0
0
0
2
2
0
2
0
2
0
0
2
2
2
4
2
2
2
2
0
0
2
2
2
2
2
2
2
0
2
2
2 2 2
0
2
2
2
2
2
2
2
2
2
2
2
2
0
0
0
2
22
0
2
0
0
2
0
2
2
0
0
2
0
0
2
2
2
2
0
0
0
2
0
2
0
0
00
0
0
2
2
2
2
0
0
2
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
Path
: \\g
olde
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\gal
\bur
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\CAD
-GIS
\Clie
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TRP\
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RO
JEC
TS\1
5336
03\0
2_PR
OD
UC
TIO
N\7
00\D
WG
\HIG
HW
AY 1
7 TO
LAD
NER
TR
UN
K R
OAD
| F
ile N
ame:
153
3603
-700
-002
.dw
g
025
mm
IF T
HIS
MEA
SUR
EMEN
T D
OES
NO
T M
ATC
H W
HAT
IS S
HO
WN
, TH
E SH
EET
SIZE
HAS
BEE
N M
OD
IFIE
D F
RO
M: A
NSI
B
1533603PHASE700
FIGURE
2a0
2017-01-09
A. WONG
J. BRUNSWICK
P. BAKKER
T. BRYSKI
GEORGE MASSEY TUNNEL REPLACEMENT PROJECTGEOTECHNICAL INVESTIGATION - HIGHWAY 17 TO LADNER TRUNK ROADDELTA, BC
MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE
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
E/P
E/P
E/P
E/P
E/P
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E/P
E/P
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E/P
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E/P
E/P
E/P
E/P
E/P
E/P
E/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/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/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/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
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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
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E/PE/P
E/P
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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
0
0
2
0
0
0
2
2
0
2
0
2
2
2
2
0
0
0
2
2
0
0
0
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0
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0
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0
2
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0
2
0
0
0
0
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0
0
2
0
2
0
0
0
0
2
0
0
0
0
2
0
4
0
0
0
0
0
0
0
0
0
0
0
2
0
2
0
0
2
2
2
0
0
2
0
0
0
2
0
0
2
2
2
0
2
0
0
2
0
2
0
0
2
0
0
2
2
0
2
2
0
0
22
0
0
2
0
0
0
00
2
0
0
2
0
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
0
0
0
0
0
0
0
0
0
0
0
0
0
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
\bur
naby
\CAD
-GIS
\Clie
nt\M
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try_o
f_Tr
ansp
orta
tion\
GM
TRP\
99_P
RO
JEC
TS\1
5336
03\0
2_PR
OD
UC
TIO
N\7
00\D
WG
\HIG
HW
AY 1
7 TO
LAD
NER
TR
UN
K R
OAD
| F
ile N
ame:
153
3603
-700
-002
.dw
g
025
mm
IF T
HIS
MEA
SUR
EMEN
T D
OES
NO
T M
ATC
H W
HAT
IS S
HO
WN
, TH
E SH
EET
SIZE
HAS
BEE
N M
OD
IFIE
D F
RO
M: A
NSI
B
1533603PHASE700
FIGURE
2b0
2017-01-09
A. WONG
J. BRUNSWICK
P. BAKKER
T. BRYSKI
GEORGE MASSEY TUNNEL REPLACEMENT PROJECTGEOTECHNICAL INVESTIGATION - HIGHWAY 17 TO LADNER TRUNK ROADDELTA, BC
MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE
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)
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
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
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 5437550 E 500131
wL wP
Date(s): December 7, 2016
TEST HOLE No.
AH16-02
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
GS
1.45 m
2.29 m 2.44 m
3.51 m
4.57 m
4.88 m
Stabilized groundwater level not recorded.
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.
Silty SAND, fine sand; grey; wet.
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
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 5437543 E 500350
wL wP
Date(s): December 7, 2016
TEST HOLE No.
AH16-03
Elevation: 2 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
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
Stabilized groundwater level not recorded.
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.
Silty SAND, fine sand; grey; wet.
SAND, trace to some silt, finesand; grey; wet.
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
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 5437545 E 500551
wL wP
Date(s): December 7, 2016
TEST HOLE No.
AH16-04
Elevation: 2 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
0.10 m
0.91 m
1.98 m
2.29 m
3.05 m
4.57 m
5.72 m
Stabilized groundwater level not recorded.
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.
Silty SAND, fine sand; grey; wet.
SAND, trace to some silt, finesand; grey; wet.
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
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 5437612 E 500770
wL wP
Date(s): December 8, 2016
TEST HOLE No.
AH16-05
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
GS
0.61 m
1.52 m
2.29 m
2.59 m
3.81 m
4.42 m
Stabilized groundwater level not recorded.
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.
SAND, trace to some silt, finesand; grey; wet.
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
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 5437545 E 500938
wL wP
Date(s): December 7, 2016
TEST HOLE No.
AH16-06
Elevation: 2 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
GS
0.10 m
0.91 m
1.98 m
2.29 m
2.59 m
3.05 m
4.42 m
Stabilized groundwater level not recorded.
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.
Silty SAND, fine sand; grey; wet.
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
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 5437548 E 501115
wL wP
Date(s): December 7, 2016
TEST HOLE No.
AH16-07
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
GS
0.99 m
1.91 m 2.06 m
3.05 m
3.96 m
Stabilized groundwater level not recorded.
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.
Silty SAND, fine sand; grey; 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
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 5437548 E 501333
wL wP
Date(s): December 6, 2016
TEST HOLE No.
AH16-08
Elevation: 2 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
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
Stabilized groundwater level not recorded.
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
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 5437606 E 501460
wL wP
Date(s): December 8, 2016
TEST HOLE No.
AH16-09
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
GS
0.05 m
1.52 m
1.83 m
2.74 m
4.88 m
6.10 m
Stabilized groundwater level not recorded.
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
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 8
PREPARED BY:
UTM NAD83 Coordinates: N 5437652 E 499523
wL wP
Date(s): November 30, 2016 - December 1, 2016
TEST HOLE No.
BH16-01
Elevation: 2 m
SUMMARY LOGMinistry of Transportation and Infrastructure
Project: George Massey Tunnel Replacement Project
Location: Burns Drive, Delta, B.C.
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
)
FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded
She
arS
tren
gth
(kP
a)
DCPT - Dynamic Cone Penetration Test
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
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
Loose to compact SAND, tracesilt, fine sand; grey; wet.
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
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
2 8
PREPARED BY:
UTM NAD83 Coordinates: N 5437652 E 499523
wL wP
Date(s): November 30, 2016 - December 1, 2016
TEST HOLE No.
BH16-01
Elevation: 2 m
SUMMARY LOGMinistry of Transportation and Infrastructure
Project: George Massey Tunnel Replacement Project
Location: Burns Drive, Delta, B.C.
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
)
FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded
She
arS
tren
gth
(kP
a)
DCPT - Dynamic Cone Penetration Test
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
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
Loose to compact SAND, tracesilt, fine sand; grey; wet.
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
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
3 8
PREPARED BY:
UTM NAD83 Coordinates: N 5437652 E 499523
wL wP
Date(s): November 30, 2016 - December 1, 2016
TEST HOLE No.
BH16-01
Elevation: 2 m
SUMMARY LOGMinistry of Transportation and Infrastructure
Project: George Massey Tunnel Replacement Project
Location: Burns Drive, Delta, B.C.
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
)
FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded
She
arS
tren
gth
(kP
a)
DCPT - Dynamic Cone Penetration Test
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
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
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).
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
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
4 8
PREPARED BY:
UTM NAD83 Coordinates: N 5437652 E 499523
wL wP
Date(s): November 30, 2016 - December 1, 2016
TEST HOLE No.
BH16-01
Elevation: 2 m
SUMMARY LOGMinistry of Transportation and Infrastructure
Project: George Massey Tunnel Replacement Project
Location: Burns Drive, Delta, B.C.
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
)
FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded
She
arS
tren
gth
(kP
a)
DCPT - Dynamic Cone Penetration Test
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
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
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).
- 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
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
5 8
PREPARED BY:
UTM NAD83 Coordinates: N 5437652 E 499523
wL wP
Date(s): November 30, 2016 - December 1, 2016
TEST HOLE No.
BH16-01
Elevation: 2 m
SUMMARY LOGMinistry of Transportation and Infrastructure
Project: George Massey Tunnel Replacement Project
Location: Burns Drive, Delta, B.C.
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
)
FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded
She
arS
tren
gth
(kP
a)
DCPT - Dynamic Cone Penetration Test
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
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
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).
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
6 8
PREPARED BY:
UTM NAD83 Coordinates: N 5437652 E 499523
wL wP
Date(s): November 30, 2016 - December 1, 2016
TEST HOLE No.
BH16-01
Elevation: 2 m
SUMMARY LOGMinistry of Transportation and Infrastructure
Project: George Massey Tunnel Replacement Project
Location: Burns Drive, Delta, B.C.
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
)
FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded
She
arS
tren
gth
(kP
a)
DCPT - Dynamic Cone Penetration Test
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
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
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).
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
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
7 8
PREPARED BY:
UTM NAD83 Coordinates: N 5437652 E 499523
wL wP
Date(s): November 30, 2016 - December 1, 2016
TEST HOLE No.
BH16-01
Elevation: 2 m
SUMMARY LOGMinistry of Transportation and Infrastructure
Project: George Massey Tunnel Replacement Project
Location: Burns Drive, Delta, B.C.
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
)
FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded
She
arS
tren
gth
(kP
a)
DCPT - Dynamic Cone Penetration Test
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
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
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).
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
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
8 8
PREPARED BY:
UTM NAD83 Coordinates: N 5437652 E 499523
wL wP
Date(s): November 30, 2016 - December 1, 2016
TEST HOLE No.
BH16-01
Elevation: 2 m
SUMMARY LOGMinistry of Transportation and Infrastructure
Project: George Massey Tunnel Replacement Project
Location: Burns Drive, Delta, B.C.
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
)
FILE No. SHEAR STRENGTH kPa U - Unconfined CompressionFv - Field VaneLv - Lab Vane R - Remoulded
She
arS
tren
gth
(kP
a)
DCPT - Dynamic Cone Penetration Test
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
SS
SS
SS
0.61
0.46
0.61
SPT #21N-Valuedeterminedby last twosets dueto heave.
Stabilized groundwater level not recorded.
CL + ML+ SM4
63.0
64.0
65.0
66.0
67.0
68.0
69.0
70.0
71.0
72.0
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
APPENDIX B Cone Penetration Tests
26 January 2017 Report No. 1533603-034-R-Rev0
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
The reported coordinates were provided by the client.
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)
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: 2 of 2
X Y
Target Depth Target Depth Target Depth Target Depth Target Depth
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: 2016/12/05 09:16
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-02
Cone: 407:T1500F15U500
Max Depth: 66.450 m / 218.01 ftDepth Inc: 0.025 m / 0.082 ftAvg Int: Every Point
File: 16-02074_CP02.CORUnit Wt: SBT Zones
SBT: Robertson and Campanella, 1986Coords: UTM 10N N: 5437651m E: 499535m Sheet No: 1 of 2
X Y
Refusal Refusal Refusal Refusal Refusal
The reported coordinates were provided by the client.
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)
GolderJob No: 16-02074
Date: 2016/12/05 09:16
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-02
Cone: 407:T1500F15U500
Max Depth: 66.450 m / 218.01 ftDepth Inc: 0.025 m / 0.082 ftAvg Int: Every Point
File: 16-02074_CP02.CORUnit Wt: SBT Zones
SBT: Robertson and Campanella, 1986Coords: UTM 10N N: 5437651m E: 499535m Sheet No: 2 of 2
X Y
Refusal Refusal Refusal Refusal Refusal
The reported coordinates were provided by the client.
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)
GolderJob No: 16-02074
Date: 2016/12/05 14:20
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-03
Cone: 407:T1500F15U500
Max Depth: 30.000 m / 98.42 ftDepth Inc: 0.025 m / 0.082 ftAvg Int: Every Point
File: 16-02074_CP03.CORUnit Wt: SBT Zones
SBT: Robertson and Campanella, 1986Coords: UTM 10N N: 5437589m E: 499758m Sheet No: 1 of 1
X Y
Target Depth Target Depth Target Depth Target Depth Target Depth
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
APPENDIX C Cone Penetration Dissipation Tests
26 January 2017 Report No. 1533603-034-R-Rev0
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
Site: Burns Drive and 80th Street, Delta
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-01
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP01.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-01
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP01.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-02
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP02.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-02
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP02.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-02
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP02.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-02
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP02.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-02
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP02.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-03
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP03.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-03
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP03.PPF
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
Site: Burns Drive and 80th Street, Delta
Sounding: CPT16-03
Cone: 407:T1500F15U500 Area=15 cm²
Trace Summary: Filename: 16-02074_CP03.PPF
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
GEOTECHNICAL DATA REPORT - HIGHWAY 17 TO LADNER TRUNK ROAD
APPENDIX D Laboratory Test Results
26 January 2017 Report No. 1533603-034-R-Rev0
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:
George Massey Tunnel Replacement Project
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)
Depth IntervalSample
No.Specimen
No.
Sheet 2 of 3
LH 1/4/2017
ASTM D 2216WATER CONTENT DETERMINATION Reference(s)
Checked Date
Project:
Location:
George Massey Tunnel Replacement Project
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
BH16-01 23 69.80 70.41 32.6
SampleLocation
WaterContent
(%)Depth
(m)Bottom
(m)
Depth IntervalSample
No.Specimen
No.
Sheet 3 of 3
LH 1/4/2017
ASTM D 2216WATER CONTENT DETERMINATION Reference(s)
Checked Date
Project:
Location:
George Massey Tunnel Replacement Project
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
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
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
2.74 to 3.05
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
99.9
99.8
98.9
97.8
96.7
95.5
94.6
93.7
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-02
Sample No.: 4
Lab Schedule No.:
ASTM C136
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
1.22 to 1.52
OA 12/16/2016 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
95.8
95.8
93.3
92.5
87.6
82.0
76.2
67.6
57.5
48.6
43.3
38.6
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-03
Sample No.: 2
Lab Schedule No.:
ASTM C136
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
7.32 to 7.62
OA 12/16/2016 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
99.9
97.2
80.6
44.6
21.7
15.6
12.9
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-03
Sample No.: 7
Lab Schedule No.:
ASTM C136
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
2.44 to 2.74
OA/VN 12/19/2016 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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-04
Sample No.: 3
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
5.49 to 5.79
OA 12/16/2016 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
99.9
99.9
99.8
94.8
44.2
13.4
7.7
5.5
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-05
Sample No.: 6
Lab Schedule No.:
ASTM C136
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
4.27 to 4.57
OA 12/16/2016 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
99.0
62.3
22.2
16.7
14.0
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-07
Sample No.: 5
Lab Schedule No.:
ASTM C136
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
1.52 to 1.83
OA/VN 12/19/2016 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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-08
Sample No.: 3
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
3.96 to 4.27
OA/VN 12/19/2016 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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-08
Sample No.: 6
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
1.52 to 1.83
OA/VN 12/19/2016 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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-09
Sample No.: 2
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
5.18 to 5.49
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
99.9
97.5
81.7
65.8
54.2
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: AH16-09
Sample No.: 5
Lab Schedule No.:
ASTM C136
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
7.32 to 7.92
SJ/JP 12/13/2016 12/16/2016
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
96.6
61.9
16.3
9.2
7.5
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 5
Lab Schedule No.:
ASTM C136
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
13.41 to 14.02
SJ/JP 12/13/2016 12/16/2016
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
99.7
98.0
89.6
60.4
19.7
10.3
8.0
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 7
Lab Schedule No.:
ASTM C136
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
22.56 to 23.16
SJ/OA 12/12/2016 12/16/2016
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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 10
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
25.91 to 26.52
SJ/OA 12/12/2016 12/16/2016
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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 11
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
30.18 to 30.48
SJ/OA 12/12/2016 12/16/2016
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):
Specimen: 12A
(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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 12
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
30.48 to 30.79
SJ/OA 12/12/2016 12/16/2016
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):
Specimen: 12B
(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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 12
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
42.37 to 42.98
SJ/OA 12/12/2016 12/16/2016
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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 16
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
54.56 to 55.17
SJ/OA 12/12/2016 12/16/2016
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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 19
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
40201 1/2 4HydrometerU.S. Sieve Size (meshes / inch)
Coarse
GRAVEL
200100603/81224 USCS Particle Size Scale
LH
63.70 to 64.31
SJ/OA 12/12/2016 12/16/2016
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
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
National IM Server:GINT_GAL_NATIONALIM Unique Project ID:1509 Output Form:_LAB_PARTICLE SIZE (W/ GRADATIONS) 2015 JBrunswick 5/1/17
Sample Location: BH16-01
Sample No.: 21
Lab Schedule No.:
ASTM D 422
Tech Date Checked Date
Ministry of Transportation
George Massey Tunnel Replacement Project
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
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:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
2.29 to 2.44Depth Interval (m):
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
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
2.29 2.44
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
ND
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Wet
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Augerhole ID: AH16-02
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
3.96 to 4.27Depth Interval (m):
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
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
5
Sample / SpecimenNumber
3.96 4.27
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
ND
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Wet
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Augerhole ID: AH16-02
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
3.66 to 3.96Depth Interval (m):
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
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
5
Sample / SpecimenNumber
3.66 3.96
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
ND
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Air Dried
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Augerhole ID: AH16-03
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
2.29 to 2.59Depth Interval (m):
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
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
4
Sample / SpecimenNumber
2.29 2.59
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
ND
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Wet
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Augerhole ID: AH16-05
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
2.29 to 2.59Depth Interval (m):
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
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
4
Sample / SpecimenNumber
2.29 2.59
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
ND
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Wet
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Augerhole ID: AH16-06
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
1.52 to 1.83Depth Interval (m):
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
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
1.52 1.83
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
95
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Air Dried
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Augerhole ID: AH16-08
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
3.66 to 3.96Depth Interval (m):
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
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
4
Sample / SpecimenNumber
3.66 3.96
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
ND
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Air Dried
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Augerhole ID: AH16-09
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
4.27 to 4.88Depth Interval (m):
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
Note: The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
12/16/2016
LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS
3
Sample / SpecimenNumber
4.27 4.88
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
ND
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Air Dried
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
22.56 to 23.16Depth Interval (m):
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
Note: The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
12/16/2016
LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS
10
Sample / SpecimenNumber
22.56 23.16
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
100
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Wet
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Borehole ID: BH16-01
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
25.91 to 26.52Depth Interval (m):
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
Note: The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
12/16/2016
LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS
11
Sample / SpecimenNumber
25.91 26.52
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
100
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Air Dried
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Borehole ID: BH16-01
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
NaturalWater Content
(%)
LiquidityIndex
ASTM D 4318-10
NP - NON-PLASTIC RESULT ND - NOT DETERMINED
63.70 to 64.31Depth Interval (m):
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
Note: The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
12/16/2016
LIQUID LIMIT, PLASTIC LIMIT AND PLASTICITY INDEX OF SOILS
21
Sample / SpecimenNumber
63.70 64.31
Bottom(m)
PercentPassing
#40 Sieve(%)
Sym.
100
N/A
Preparation Method:Test Method: A-Multi Point
Other Remarks:
Air Dried
1533603 Phase: 700
Project:
Location:
George Massey Tunnel Replacement Project
Client: Ministry of Transportation
Delta, BC
Project No.:
DateTech Checked Date
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.
Golder Associates: Operations in Africa, Asia, Australasia, Europe, North America and South America
Reference(s)
Borehole ID: BH16-01
Lab Schedule No.:
Sample No.: 21
Nat
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Ser
ver:
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T_G
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LIM
Uni
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ject
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LAB
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RB
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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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