Project No.:
Project: Sample No.:
Location: Depth (m):
Client: Lab ID No:
1403337 Phase: 3000 Borehole No.: BH15-17B
One Dimensional Consolidation Test Using Controlled Strain Loading ReferenceASTM D4186/D4186M-12
Summary of Consolidation Results
Westridge Marine Terminal 6
Burnaby, BC 35.48 - 35.52
Trans Mountain Pipeline L.P. 152
DATE
TM/MM/CS July 11, 2016 MS August 5, 2016
TESTED BY DATE CHECKED BY
Golder Associates Ltd. - Burnaby Lab#300 3811 North FraserwayBurnaby, B.C. Canada V5J 5J2
1.0E05
1.0E04
1.0E03
1.0E02
1.0E01
1.0E+00
1 10 100 1000 10000Average Vertical Effective Stress, 'v (kPa)
0.40
0.20
0.00
0.20
0.40
1 10 100 1000 10000Average Vertical Effective Stress, 'v (kPa)
1.0E09
1.0E08
1.0E07
1.0E06
1.0E05
1.0E04
0.80 0.90 1.00 1.10 1.20 1.30 1.40 1.50Void Ratio, e
Project No.:
Project: Westridge Marine Terminal
Location: Burnaby, BC
Client: Trans Mountain Pipeline L.P.
Saturation (%):
15.78 17.62
Dry Unit Weight (kN/m³): 9.53 12.47
Strain After Seating (%):
5.0 - 7.5
N/AReload to (kPa):
Loading Rate (%/hr):Ru at end of Loading (-): -1.1
99Void Ratio (-): 1.779
Back Pressure (kPa):
0.55686.6
Test ConditionsInitial load to (kPa):
Axial DCDT:
4176
Sample Type:
CLAYEY SILT, dark grey, w > PL, firm.
Trimmed
Visual Description:
Load Cell No.:Station No.:Machine:
10.9Seating Load (kPa):
MM/CS July 6, 2016 MS August 5, 2016
Solids Weight (g): 67.93 67.93
Water Content (%): 65.55 41.32
Height of solids (mm): 7.946 7.946
56Unload to (kPa):99
Special RemarksValues of coefficient of consolidation and hydraulic conductivity are computed for loading stages generating positive excess pore water pressures.
Specific Gravity of Solids (-): 2.70 2.70
Unit Weight (kN/m³):
TESTED BY DATE CHECKED BY DATE
Classification:
LP-909685728Diameter (mm):
Equipment
2Sigma-1Initial Final
Specimen Characteristics
16.8822.08Height (mm):63.50
1609Wet Weight (g): 112.46 96.00
1.124
One Dimensional Consolidation Test Using Controlled Strain Loading ReferenceASTM D4186/D4186M-12
63.50
Area (cm²): 31.66 31.66
Volume (cm³): 69.91 53.45
7
41.50 - 41.56
152
BH15-17B
Lab ID No:
Depth (m):
Sample No.:
Borehole No.:1403337 Phase: 13000
Plasticity Index:Plastic Limit:Liquid Limit:
MH35
Golder Associates Ltd. - Burnaby Lab#300 3811 North FraserwayBurnaby, B.C. Canada V5J 5J2
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
1 10 100 1000 10000Average Vertical Effective Stress, 'v (kPa)
Project No.:
Project: Sample No.:
Location: Depth (m):
Client: Lab ID No:
1403337 Phase: 13000 Borehole No.: BH15-17B
One Dimensional Consolidation Test Using Controlled Strain Loading ReferenceASTM D4186/D4186M-12
Summary of Consolidation Results
Westridge Marine Terminal 7
Burnaby, BC 41.50 - 41.56
Trans Mountain Pipeline L.P. 152
DATE
MM/CS July 6, 2016 MS August 5, 2016
TESTED BY DATE CHECKED BY
Golder Associates Ltd. - Burnaby Lab#300 3811 North FraserwayBurnaby, B.C. Canada V5J 5J2
1.0E04
1.0E03
1.0E02
1.0E01
1.0E+00
1 10 100 1000 10000Average Vertical Effective Stress, 'v (kPa)
1.20
1.00
0.80
0.60
0.40
0.20
0.00
0.20
0.40
1 10 100 1000 10000Average Vertical Effective Stress, 'v (kPa)
1.0E09
1.0E08
1.0E07
1.0E06
1.0E05
1.0E04
0.90 1.00 1.10 1.20 1.30 1.40 1.50 1.60 1.70 1.80 1.90Void Ratio, e
Project No.:
Project: Westridge Marine Terminal
Location: Burnaby, BC
Client: Trans Mountain Pipeline L.P.
Saturation (%):
17.97 20.23
Dry Unit Weight (kN/m³): 13.02 16.60
Strain After Seating (%):
5.0 - 10.0
N/AReload to (kPa):
Loading Rate (%/hr):Ru at end of Loading (-): -0.2
99Void Ratio (-): 1.034
Back Pressure (kPa):
4.28686.8
Test ConditionsInitial load to (kPa):
Axial DCDT:
2441
Sample Type:
SILTY CLAY; some sand, grey, w>PL, firm.
Trimmed
Visual Description:
Load Cell No.:Station No.:Machine:
11.1Seating Load (kPa):
TM/MM/CS July 11, 2016 MS May 20, 2016
Solids Weight (g): 91.72 91.72
Water Content (%): 38.00 21.86
Height of solids (mm): 10.696 10.696
51Unload to (kPa):99
Special RemarksValues of coefficient of consolidation and hydraulic conductivity are computed for loading stages generating positive excess pore water pressures
Specific Gravity of Solids (-): 2.70 2.70
Unit Weight (kN/m³):
TESTED BY DATE CHECKED BY DATE
Classification:
LP-909685728Diameter (mm):
Equipment
1Sigma-1Initial Final
Specimen Characteristics
17.0621.75Height (mm):63.54
1565Wet Weight (g): 126.36 111.56
0.595
One Dimensional Consolidation Test Using Controlled Strain Loading ReferenceASTM D4186/D4186M-12
63.54
Area (cm²): 31.71 31.71
Volume (cm³): 68.98 54.09
3
35.64 - 35.69
152
BH15-18B
Lab ID No:
Depth (m):
Sample No.:
Borehole No.:1403337 Phase: 3000
Plasticity Index:Plastic Limit:Liquid Limit:
CI17
Golder Associates Ltd. - Burnaby Lab#300 3811 North FraserwayBurnaby, B.C. Canada V5J 5J2
0.50
0.60
0.70
0.80
0.90
1.00
1 10 100 1000 10000Average Vertical Effective Stress, 'v (kPa)
Project No.:
Project: Sample No.:
Location: Depth (m):
Client: Lab ID No:
1403337 Phase: 3000 Borehole No.: BH15-18B
One Dimensional Consolidation Test Using Controlled Strain Loading ReferenceASTM D4186/D4186M-12
Summary of Consolidation Results
Westridge Marine Terminal 3
Burnaby, BC 35.64 - 35.69
Trans Mountain Pipeline L.P. 152
DATE
TM/MM/CS July 11, 2016 MS August 5, 2016
TESTED BY DATE CHECKED BY
Golder Associates Ltd. - Burnaby Lab#300 3811 North FraserwayBurnaby, B.C. Canada V5J 5J2
1.0E05
1.0E04
1.0E03
1.0E02
1.0E01
1.0E+00
1 10 100 1000 10000Average Vertical Effective Stress, 'v (kPa)
0.40
0.20
0.00
0.20
0.40
1 10 100 1000 10000Average Vertical Effective Stress, 'v (kPa)
1.0E09
1.0E08
1.0E07
1.0E06
1.0E05
1.0E04
0.50 0.55 0.60 0.65 0.70 0.75 0.80 0.85 0.90 0.95 1.00Void Ratio, e
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-11Laboratory Vane Shear Tests - 2015
23 December 2016Report No. 1403337-023-R-Rev0
Miniature Vane Shear Test for SaturatedFine-Grained Clayey Soils
Project No.:
Project: Instrument ID: GEO839
Location: Lab ID No:
Client:
24.0 36.8 3.5
35.20 m 4.0
1403337/13000 Vane Apparatus:
Westridge Marine Terminal
Burnaby, BC
Trans Mountain Pipeline L.P.
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
ASTM D4648-D4648M
BOREHOLE
MM/CS August 2, 2016 DL August 4, 2016TESTED BY DATE CHECKED BY DATE
152
BH15-17B
BH15-17B
BH15-17B
BH15-13
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
33.0 50.6 6.1
5.4 CLAYEY SILT, greenish grey, w > PL, soft to firm
Small SILTY CLAY, trace shells, dark grey, w > PL, firm
CLAYEY SILT, some shells, grey, w > PL, firm
4 24.28 - 24.89 24.44 m Small 21.5 32.9 4.0 6.1
SILTY CLAY, some shells, trace organics, grey, w > PL,
soft to firm
6 35.07 - 35.69
30.68 - 31.29 30.94 m5
Visual DescriptionVANE TYPE
PEAK REMOULDED
SAMPLE DEPTH (m):
TEST DEPTH: Torque
reading [-]Vane shear
strength [kPa]
Small
28.78 - 29.39
Torque reading [-]
Vane shear strength [kPa]
29.31 m Small 25.0 38.36 4.0 6.1
Pilcon Geotechnics Hand Held Shear Vane
* The test data given herein pertain to the sample provided only. This report constitutes a testing service only. Interpretation of the data can be provided upon request.
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-12Triaxial Compression CK0U tests - 2015
23 December 2016Report No. 1403337-023-R-Rev0
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.39 - 18.54
Lab ID No: 152
Test
Sample
Ho (cm)
Do (cm)
Gs (calculated)
w (%)
o dry (kN/m3)
Sat. (%)
eo
BValue
CELL (kPa)
'3_final (kPa)
'1_final (kPa)
(cc)
K0_final
Hc (cm)
Dc (cm)
Ac (cm2)
Vc (cm3)
c dry (kN/m3)
ec
w (%)
Sat (%)
1'- 3' (kPa) :
f (%)
u (kPa)
3' (kPa)
' (kPa)
Initial Dimensions
15.13
63
5.78
100
179
After Consolidation Dimensions
-26.1
7.22
40.98
0.50
July 21, 2016 MS August 26, 2016
14.44
591.8
40.0
MM/CSDATE TESTED BY CHECKED BY DATE
30
Failure At Maximum Deviator Stress 1'- 3' :
7.21
2.66
43.4
12.11
90
Ko-Consolidation Results
158
128
1.06
12.64
0.99
100
1.16
Vc
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
CKoU
789
185 kPa
Client:
Project:
Location:
Project No.: 1403337/13000
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.39 - 18.54
Lab ID No: 152
CHECKED BY DATE
Location:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
1403337/13000Project No.:
MM/CS July 21, 2016 MS August 26, 2016TESTED BY DATE
0
25
50
75
100
0 25 50 75 100 125 150 175 200
s'1 (kPa)
Ko-Consolidation
CKoU
-5.0
-4.0
-3.0
-2.0
-1.0
0.0
0 400 800 1200 1600 2000
Time (min)
Volumetric Strain vs Time
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.39 - 18.54
Lab ID No: 152
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
TESTED BY DATE CHECKED BY DATE
MM/CS July 21, 2016 MS August 26, 2016
Client:
Project:
Location:
Project No.: 1403337/13000
0
25
50
75
100
125
150
0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5Axial Strain (%)
Deviator Stress
CKoU
0
20
40
60
80
0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5Axial Strain (%)
Excess Pore Water Pressure
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.39 - 18.54
Lab ID No: 152
nooo
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Project No.:
Client:
Project:
Location:
1403337/13000
July 21, 2016CHECKED BY
MSMM/CS August 26, 2016DATE DATETESTED BY
0
20
40
60
80
100
0 20 40 60 80 100 120 140 160 180 200
p' = ( '1 + '3) / 2 (kPa)
Stress Paths
CKoU
0
20
40
60
80
100
0 20 40 60 80 100 120 140 160 180 200
Effective Principal Stress (kPa)
Mohr Stress Circles
Figure not to natural scale
Figure not to natural scale
Note: Plot shows Mohr circles of principal effective stresses at failure. Mohr circles of total stresses can be calculated using U reported in summary page. Failure criterion used is maximum deviator stress.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.39 - 18.54
Lab ID No: 152
Type : Intact Soil Classification: ML
Saturation Method: Back Pressure Saturation Material Type
Visual Description
Other Remarks: LL=45, PL=27, PI=18.
Machine:
Chamber:
Height (cm): Load Cell:
Diameter (cm): Axial DCDT:
Area (cm2): Cell Pressure:
Volume (cm3): Back Pressure:
dry (kN/m3): Pore Pressure:
sat (kN/m3): Feed Rate (%/hr):
Water content, w (%):
Saturation (%):
Void ratio, e:
Gs (calculated):
t50 (min):
Project:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Location:
Project No.:
Sample Data Equipment
Before Consolidation
After Consolidation
Truepath Load Frame - Stn. 7
KW
Soil
1403337/13000
15.13 14.44 205857
7.21 7.22 LP-267
40.84 40.98 PS-5112
618 592 PS-5136
PS-5115
17.36 17.70 0.20
43.4 40.0 PHOTO AT END OF TEST
12.11 12.64
100 100
1.16 1.06
1' - 3' MAX: 128
pwp (kPa): 696
Strength Results
2.66 2.66
MS
63u (kPa):
Consolidation Results
'c = cell - pwp (kPa): 94
1' (kPa): 158
B value: 0.99
Volume Change (cc): -26.1
N/A
CLAYEY SILT; trace shells, dark grey, w>PL, soft to firm.
5.78
3' (kPa): 30
August 26, 2016MM/CS July 21, 2016
Strain, f (%):
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.54 - 18.69
Lab ID No: 152
Test
Sample
Ho (cm)
Do (cm)
Gs (calculated)
w (%)
o dry (kN/m3)
Sat. (%)
eo
BValue
CELL (kPa)
'3_final (kPa)
'1_final (kPa)
(cc)
K0_final
Hc (cm)
Dc (cm)
Ac (cm2)
Vc (cm3)
c dry (kN/m3)
ec
w (%)
Sat (%)
1'- 3' (kPa) :
f (%)
u (kPa)
3' (kPa)
' (kPa)
Initial Dimensions
15.04
37
3.90
100
126
After Consolidation Dimensions
-12.6
7.26
41.38
0.45
July 21, 2016 MS August 26, 2016
14.71
608.5
44.3
MM/CSDATE TESTED BY CHECKED BY DATE
20
Failure At Maximum Deviator Stress 1'- 3' :
7.25
2.66
46.0
11.74
56
Ko-Consolidation Results
119
99
1.18
11.98
0.98
100
1.22
Vc
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
CKoU
747
125 kPa
Client:
Project:
Location:
Project No.: 1403337/13000
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.54 - 18.69
Lab ID No: 152
CHECKED BY DATE
Location:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
1403337/13000Project No.:
MM/CS July 21, 2016 MS August 26, 2016TESTED BY DATE
0
10
20
30
40
50
60
70
0 20 40 60 80 100 120 140
s'1 (kPa)
Ko-Consolidation
CKoU
-2.5
-2.0
-1.5
-1.0
-0.5
0.0
0 500 1000 1500 2000 2500
Time (min)
Volumetric Strain vs Time
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.54 - 18.69
Lab ID No: 152
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
TESTED BY DATE CHECKED BY DATE
MM/CS July 21, 2016 MS August 26, 2016
Client:
Project:
Location:
Project No.: 1403337/13000
0
25
50
75
100
125
0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5Axial Strain (%)
Deviator Stress
CKoU
0
10
20
30
40
50
0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5Axial Strain (%)
Excess Pore Water Pressure
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.54 - 18.69
Lab ID No: 152
nooo
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Project No.:
Client:
Project:
Location:
1403337/13000
July 21, 2016CHECKED BY
MSMM/CS August 26, 2016DATE DATETESTED BY
0
20
40
60
80
0 20 40 60 80 100 120 140 160
p' = ( '1 + '3) / 2 (kPa)
Stress Paths
CKoU
0
20
40
60
80
0 20 40 60 80 100 120 140 160
Effective Principal Stress (kPa)
Mohr Stress Circles
Figure not to natural scale
Figure not to natural scale
Note: Plot shows Mohr circles of principal effective stresses at failure. Mohr circles of total stresses can be calculated using U reported in summary page. Failure criterion used is maximum deviator stress.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-03
Westridge Marine Terminal Sample: 5
Burnaby, BC Depth (m): 18.54 - 18.69
Lab ID No: 152
Type : Intact Soil Classification: ML
Saturation Method: Back Pressure Saturation Material Type
Visual Description
Other Remarks: LL=45, PL=27, PI=18.
Machine:
Chamber:
Height (cm): Load Cell:
Diameter (cm): Axial DCDT:
Area (cm2): Cell Pressure:
Volume (cm3): Back Pressure:
dry (kN/m3): Pore Pressure:
sat (kN/m3): Feed Rate (%/hr):
Water content, w (%):
Saturation (%):
Void ratio, e:
Gs (calculated):
t50 (min):
Project:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Location:
Project No.:
Sample Data Equipment
Before Consolidation
After Consolidation
Truepath Load Frame - Stn. 3
KW
Soil
1403337/13000
15.04 14.71 728498
7.25 7.26 LP-1209
41.30 41.38 PS-3137
621 608 PS-3125
PS-2330
17.14 17.29 0.20
46.0 44.3 PHOTO AT END OF TEST
11.74 11.98
100 100
1.22 1.18
1' - 3' MAX: 99
pwp (kPa): 690
Strength Results
2.66 2.66
MS
37u (kPa):
Consolidation Results
'c = cell - pwp (kPa): 57
1' (kPa): 119
B value: 0.98
Volume Change (cc): -12.6
N/A
CLAYEY SILT; trace shells, dark grey, w>PL, soft to firm.
3.90
3' (kPa): 20
August 26, 2016MM/CS July 21, 2016
Strain, f (%):
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 13.70 - 13.87
Lab ID No: 152
Test
Sample
Ho (cm)
Do (cm)
Gs (calculated)
w (%)
o dry (kN/m3)
Sat. (%)
eo
BValue
CELL (kPa)
'3_final (kPa)
'1_final (kPa)
(cc)
K0_final
Hc (cm)
Dc (cm)
Ac (cm2)
Vc (cm3)
c dry (kN/m3)
ec
w (%)
Sat (%)
1'- 3' (kPa) :
f (%)
u (kPa)
3' (kPa)
' (kPa)
Initial Dimensions
16.13
12
0.35
100
132
After Consolidation Dimensions
-40.3
7.27
41.55
0.43
July 21, 2016 MS August 26, 2016
15.07
626.3
46.9
MM/CSDATE TESTED BY CHECKED BY DATE
35
Failure At Maximum Deviator Stress 1'- 3' :
7.25
2.64
52.3
10.87
56
Ko-Consolidation Results
125
90
1.24
11.57
0.99
100
1.38
Vc
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
CKoU
747
130 kPa
Client:
Project:
Location:
Project No.: 1403337/13000
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 13.70 - 13.87
Lab ID No: 152
CHECKED BY DATE
Location:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
1403337/13000Project No.:
MM/CS July 21, 2016 MS August 26, 2016TESTED BY DATE
0
10
20
30
40
50
60
70
0 20 40 60 80 100 120 140
s'1 (kPa)
Ko-Consolidation
CKoU
-7.0
-6.0
-5.0
-4.0
-3.0
-2.0
-1.0
0.0
0 1000 2000 3000 4000 5000
Time (min)
Volumetric Strain vs Time
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 13.70 - 13.87
Lab ID No: 152
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
TESTED BY DATE CHECKED BY DATE
MM/CS July 21, 2016 MS August 26, 2016
Client:
Project:
Location:
Project No.: 1403337/13000
0
25
50
75
100
0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5Axial Strain (%)
Deviator Stress
CKoU
0
10
20
30
40
0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5Axial Strain (%)
Excess Pore Water Pressure
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 13.70 - 13.87
Lab ID No: 152
nooo
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Project No.:
Client:
Project:
Location:
1403337/13000
July 21, 2016CHECKED BY
MSMM/CS August 26, 2016DATE DATETESTED BY
0
25
50
75
0 25 50 75 100 125 150
p' = ( '1 + '3) / 2 (kPa)
Stress Paths
CKoU
0
25
50
75
0 25 50 75 100 125 150
Effective Principal Stress (kPa)
Mohr Stress Circles
Figure not to natural scale
Figure not to natural scale
Note: Plot shows Mohr circles of principal effective stresses at failure. Mohr circles of total stresses can be calculated using U reported in summary page. Failure criterion used is maximum deviator stress.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 13.70 - 13.87
Lab ID No: 152
Type : Intact Soil Classification: ML
Saturation Method: Back Pressure Saturation Material Type
Visual Description
Other Remarks: LL=48, PL=29, PI=19.
Machine:
Chamber:
Height (cm): Load Cell:
Diameter (cm): Axial DCDT:
Area (cm2): Cell Pressure:
Volume (cm3): Back Pressure:
dry (kN/m3): Pore Pressure:
sat (kN/m3): Feed Rate (%/hr):
Water content, w (%):
Saturation (%):
Void ratio, e:
Gs (calculated):
t50 (min):
Project:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Location:
Project No.:
Sample Data Equipment
Before Consolidation
After Consolidation
Truepath Load Frame - Stn. 5
KW
Soil
1403337/13000
16.13 15.07 245132
7.25 7.27 LP-175
41.32 41.55 PS-3373
667 626 PS-3278
PS-3127
16.57 17.00 0.20
52.3 46.9 PHOTO AT END OF TEST
10.87 11.57
100 100
1.38 1.24
1' - 3' MAX: 90
pwp (kPa): 699
Strength Results
2.64 2.64
MS
12u (kPa):
Consolidation Results
'c = cell - pwp (kPa): 47
1' (kPa): 125
B value: 0.99
Volume Change (cc): -40.3
N/A
CLAYEY SILT; trace shells, grey, w>PL, soft to firm.
0.35
3' (kPa): 35
August 26, 2016MM/CS July 21, 2016
Strain, f (%):
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-18B
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 35.24 - 35.39
Lab ID No: 152
Test
Sample
Ho (cm)
Do (cm)
Gs (calculated)
w (%)
o dry (kN/m3)
Sat. (%)
eo
BValue
CELL (kPa)
'3_final (kPa)
'1_final (kPa)
(cc)
K0_final
Hc (cm)
Dc (cm)
Ac (cm2)
Vc (cm3)
c dry (kN/m3)
ec
w (%)
Sat (%)
1'- 3' (kPa) :
f (%)
u (kPa)
3' (kPa)
' (kPa)
Initial Dimensions
16.18
37
0.43
100
334
After Consolidation Dimensions
-48.9
7.25
41.27
0.43
July 8, 2016 MS September 2, 2016
14.89
614.5
38.0
MM/CSDATE TESTED BY CHECKED BY DATE
108
Failure At Maximum Deviator Stress 1'- 3' :
7.23
2.70
44.0
12.10
145
Ko-Consolidation Results
334
226
1.03
13.07
0.99
100
1.19
Vc
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
CKoU
844
340 kPa
Client:
Project:
Location:
Project No.: 1403337/13000
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-18B
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 35.24 - 35.39
Lab ID No: 152
CHECKED BY DATE
Location:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
1403337/13000Project No.:
MM/CS July 8, 2016 MS May 27, 2016TESTED BY DATE
0
50
100
150
200
0 50 100 150 200 250 300 350 400
s'1 (kPa)
Ko-Consolidation
CKoU
-8.0
-6.0
-4.0
-2.0
0.0
0 1000 2000 3000 4000 5000
Time (min)
Volumetric Strain vs Time
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-18B
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 35.24 - 35.39
Lab ID No: 152
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
TESTED BY DATE CHECKED BY DATE
MM/CS July 8, 2016 MS May 27, 2016
Client:
Project:
Location:
Project No.: 1403337/13000
0
50
100
150
200
250
0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5Axial Strain (%)
Deviator Stress
CKoU
0
20
40
60
80
100
0.0 2.5 5.0 7.5 10.0 12.5 15.0 17.5Axial Strain (%)
Excess Pore Water Pressure
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-18B
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 35.24 - 35.39
Lab ID No: 152
nooo
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Project No.:
Client:
Project:
Location:
1403337/13000
July 8, 2016CHECKED BY
MSMM/CS May 27, 2016DATE DATETESTED BY
0
50
100
150
0 50 100 150 200 250 300
p' = ( '1 + '3) / 2 (kPa)
Stress Paths
CKoU
0
50
100
150
200
0 50 100 150 200 250 300 350 400
Effective Principal Stress (kPa)
Mohr Stress Circles
Figure not to natural scale
Figure not to natural scale
Note: Plot shows Mohr circles of principal effective stresses at failure. Mohr circles of total stresses can be calculated using U reported in summary page. Failure criterion used is maximum deviator stress.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-18B
Westridge Marine Terminal Sample: 3
Burnaby, BC Depth (m): 35.24 - 35.39
Lab ID No: 152
Type : Intact Soil Classification: CI
Saturation Method: Back Pressure Saturation Material Type
Visual Description
Other Remarks: LL=41, PL=24, PI=17.
Machine:
Chamber:
Height (cm): Load Cell:
Diameter (cm): Axial DCDT:
Area (cm2): Cell Pressure:
Volume (cm3): Back Pressure:
dry (kN/m3): Pore Pressure:
sat (kN/m3): Feed Rate (%/hr):
Water content, w (%):
Saturation (%):
Void ratio, e:
Gs (calculated):
t50 (min):
Project:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Location:
Project No.:
Sample Data Equipment
Before Consolidation
After Consolidation
Truepath Load Frame - Stn. 5
KW
Soil
1403337/13000
16.18 14.89 245132
7.23 7.25 LP-175
41.01 41.27 PS-3373
663 615 PS-3278
PS-3127
17.43 18.03 0.20
44.0 38.0 PHOTO AT END OF TEST
12.10 13.07
100 100
1.19 1.03
1' - 3' MAX: 226
pwp (kPa): 699
Strength Results
2.70 2.70
MS
37u (kPa):
Consolidation Results
'c = cell - pwp (kPa): 144
1' (kPa): 334
B value: 0.99
Volume Change (cc): -48.9
N/A
SILTY CLAY, trace shells, greenish grey, firm.
0.43
3' (kPa): 108
May 27, 2016MM/CS July 8, 2016
Strain, f (%):
TESTED BY DATE CHECKED BY DATE
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-13Triaxial Compression CIU Tests - 2015
23 December 2016Report No. 1403337-023-R-Rev0
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 6
Burnaby, BC Depth (m): 28.99 - 29.17
Lab ID No: 152
Test
Sample
Ho (cm)
Do (cm)
Gs (calculated)
w (%)
o dry (kN/m3)
Sat. (%)
eo
BValue
CELL (kPa)
OCR
3c (kPa)
(cc)
Hc (cm)
Dc (cm)
Ac (cm2)
Vc (cm3)
c dry (kN/m3)
ec
w (%)
Sat (%)
1'- 3' (kPa) :
f (%)
u (kPa)
3' (kPa)
' (kPa)
0.99
7.24
2.69
Client:
Project:
Location:
Project No.:
500 kPa
30099
Stage 2 (100 kPa) Stage 5 (500 kPa)
1187
N/A
498
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
CIU
1403337/13000
740
Stage 1 (50 kPa)
N/A
788 889
Vc
Stage 3 (200 kPa)
51
N/A
Note: Stage consolidation results represent values at end of each loading.
53.0
10.88
Stage Consolidation Results
1.43
100
93
Failure At Maximum Deviator Stress 1'- 3' :
305
Stage 4 (300 kPa)
-22.8
N/A
TESTED BY CHECKED BY DATE
June 20, 2016
398
TM/MMDATE
100
-11.3
15.04
561.7
-7.2
1.04
12.92
6.90
MS August 26, 2016
38.8
-33.6 -30.6
200
After Consolidation Dimensions
37.35
388
11.14
990
Initial Dimensions
16.21
N/A
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 6
Burnaby, BC Depth (m): 28.99 - 29.17
Lab ID No: 152Project No.:
TM/MM June 20, 2016 MS August 26, 2016TESTED BY DATE CHECKED BY DATE
Location:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
1403337/13000
1.00
1.10
1.20
1.30
1.40
1.50
0.0 100.0 200.0 300.0 400.0 500.0 600.0
Total Stress (kPa)
Void Ratio vs Total Stress
Stage 1 (50 kPa)
Stage 2 (100 kPa)
Stage 3 (200 kPa)
Stage 4 (300 kPa)
Stage 5 (500 kPa)
1.00
1.10
1.20
1.30
1.40
1.50
0 2000 4000 6000 8000 10000 12000
Time (min)
Void Ratio vs Time
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 6
Burnaby, BC Depth (m): 28.99 - 29.17
Lab ID No: 152
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
Location:
Project No.: 1403337/13000
TM/MM June 20, 2016 MS August 26, 2016TESTED BY DATE CHECKED BY DATE
1.00
1.10
1.20
1.30
1.40
1.50
10.0 100.0 1000.0
Total Stress (kPa)
Void Ratio vs Total Stress
-120
-100
-80
-60
-40
-20
0
20
0 1000 2000 3000 4000 5000
Time (min)
Volume Change vs Time
Stage 1 (50 kPa)
Stage 2 (100 kPa)
Stage 3 (200 kPa)
Stage 4 (300 kPa)
Stage 5 (500 kPa)
Note: points represent values at end of each loading.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 6
Burnaby, BC Depth (m): 28.99 - 29.17
Lab ID No: 152
August 26, 2016
Client:
Project:
Location:
Project No.: 1403337/13000
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
TESTED BY DATE CHECKED BY DATE
TM/MM June 20, 2016 MS
0
100
200
300
400
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0Axial Strain (%)
Deviator Stress
CIU
0
100
200
300
400
500
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0Axial Strain (%)
Excess Pore Water Pressure
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 6
Burnaby, BC Depth (m): 28.99 - 29.17
Lab ID No: 152
nooo
DATETESTED BY
June 20, 2016CHECKED BY
MSTM/MM August 26, 2016DATE
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Project No.:
Client:
Project:
Location:
1403337/13000
0
100
200
300
0 100 200 300 400 500 600
p' = ( '1 + '3) / 2 (kPa)
Stress Paths
CIU
0
100
200
300
0 100 200 300 400 500 600
Effective Principal Stress (kPa)
Mohr Stress Circles
Figure not to natural scale
Figure not to natural scale
Note: Plot shows Mohr circles of principal effective stresses at failure. Mohr circles of total stresses can be calculated using U reported in summary page. Failure criterion used is maximum deviator stress.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-13
Westridge Marine Terminal Sample: 6
Burnaby, BC Depth (m): 28.99 - 29.17
Lab ID No: 152
Type : Intact Soil Classification: MH
Saturation Method: Back Pressure Saturation Material Type
Visual Description
Other Remarks: LL=51, PL=29, PI=22.
Machine:
Chamber:
Height (cm): Load Cell:
Diameter (cm): Axial DCDT:
Area (cm2): Cell Pressure:
Volume (cm3): Back Pressure:
dry (kN/m3): Pore Pressure:
sat (kN/m3): Feed Rate (%/hr):
Water content, w (%):
Saturation (%):
Void ratio, e:
Gs (calculated):
t50 (min):
TM/MM June 20, 2016
Strain, f (%):
TESTED BY DATE CHECKED BY DATE
0.99
Volume Change (cc): -105.5
N/A
CLAYEY SILT; trace shells, grey, w>PL, soft to firm.
11.14
3' (kPa): 93
August 26, 2016
2.69
MS
388u (kPa):
Consolidation Results
'c = cell - pwp (kPa): 481
1' (kPa): 398
B value:
100 100
1.43 1.04
1' - 3' MAX: 305
pwp (kPa): 706
Strength Results
2.69
PS-1327
16.64 17.93 0.20
53.0 38.8 PHOTO AT END OF TEST
10.88 12.92
41.16 37.35 PS-3373
667 562 PS-3278
16.21 15.04 254132
7.24 6.90 LP-175
Project No.:
Sample Data Equipment
Before Consolidation
After Consolidation
Truepath Load Frame - Stn. 5
KW
Soil
1403337/13000
Project:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Location:
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17
Westridge Marine Terminal Sample: 2
Burnaby, BC Depth (m): 12.54 - 12.72
Lab ID No: 152
Test
Sample
Ho (cm)
Do (cm)
Gs (calculated)
w (%)
o dry (kN/m3)
Sat. (%)
eo
BValue
CELL (kPa)
OCR
3c (kPa)
(cc)
Hc (cm)
Dc (cm)
Ac (cm2)
Vc (cm3)
c dry (kN/m3)
ec
w (%)
Sat (%)
1'- 3' (kPa) :
f (%)
u (kPa)
3' (kPa)
' (kPa)
1.00
7.24
2.57
Client:
Project:
Location:
Project No.:
300 kPa
19960
Stage 2 (60 kPa) Stage 5 (300 kPa)
989
N/A
300
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
CIU
1403337/13000
719
Stage 1 (30 kPa)
N/A
749 788
Vc
Stage 3 (100 kPa)
30
N/A
Note: Stage consolidation results represent values at end of each loading.
73.1
8.76
Stage Consolidation Results
1.88
100
60
Failure At Maximum Deviator Stress 1'- 3' :
208
Stage 4 (200 kPa)
-49.9
N/A
TESTED BY CHECKED BY DATE
June 20, 2016
268
TM/MMDATE
100
-28.5
16.03
554.8
-4.9
1.27
11.11
6.64
MS August 26, 2016
49.4
-32.0 -33.7
99
After Consolidation Dimensions
34.61
236
8.27
889
Initial Dimensions
17.10
N/A
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17
Westridge Marine Terminal Sample: 2
Burnaby, BC Depth (m): 12.54 - 12.72
Lab ID No: 152Project No.:
TM/MM June 20, 2016 MS August 26, 2016TESTED BY DATE CHECKED BY DATE
Location:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
1403337/13000
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
0.0 100.0 200.0 300.0 400.0
Total Stress (kPa)
Void Ratio vs Total Stress
Stage 1 (30 kPa)
Stage 2 (60 kPa)
Stage 3 (100 kPa)
Stage 4 (200 kPa)
Stage 5 (300 kPa)
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
0 2000 4000 6000 8000 10000 12000 14000 16000
Time (min)
Void Ratio vs Time
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17
Westridge Marine Terminal Sample: 2
Burnaby, BC Depth (m): 12.54 - 12.72
Lab ID No: 152
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
Location:
Project No.: 1403337/13000
TM/MM June 20, 2016 MS August 26, 2016TESTED BY DATE CHECKED BY DATE
1.20
1.30
1.40
1.50
1.60
1.70
1.80
1.90
2.00
10.0 100.0 1000.0
Total Stress (kPa)
Void Ratio vs Total Stress
-160
-140
-120
-100
-80
-60
-40
-20
0
0 1000 2000 3000 4000 5000 6000 7000 8000
Time (min)
Volume Change vs Time
Stage 1 (30 kPa)
Stage 2 (60 kPa)
Stage 3 (100 kPa)
Stage 4 (200 kPa)
Stage 5 (300 kPa)
Note: points represent values at end of each loading.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17
Westridge Marine Terminal Sample: 2
Burnaby, BC Depth (m): 12.54 - 12.72
Lab ID No: 152
August 26, 2016
Client:
Project:
Location:
Project No.: 1403337/13000
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
TESTED BY DATE CHECKED BY DATE
TM/MM June 20, 2016 MS
0
50
100
150
200
250
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0Axial Strain (%)
Deviator Stress
CIU
0
50
100
150
200
250
300
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0Axial Strain (%)
Excess Pore Water Pressure
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17
Westridge Marine Terminal Sample: 2
Burnaby, BC Depth (m): 12.54 - 12.72
Lab ID No: 152
nooo
DATETESTED BY
June 20, 2016CHECKED BY
MSTM/MM August 26, 2016DATE
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Project No.:
Client:
Project:
Location:
1403337/13000
0
50
100
150
200
0 50 100 150 200 250 300 350 400
p' = ( '1 + '3) / 2 (kPa)
Stress Paths
CIU
0
50
100
150
200
0 50 100 150 200 250 300 350 400
Effective Principal Stress (kPa)
Mohr Stress Circles
Figure not to natural scale
Figure not to natural scale
Note: Plot shows Mohr circles of principal effective stresses at failure. Mohr circles of total stresses can be calculated using U reported in summary page. Failure criterion used is maximum deviator stress.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17
Westridge Marine Terminal Sample: 2
Burnaby, BC Depth (m): 12.54 - 12.72
Lab ID No: 152
Type : Intact Soil Classification: ML
Saturation Method: Back Pressure Saturation Material Type
Visual Description
Other Remarks: LL=56, PL=30, PI=26. Sample taken from 44cm to 62cm.
Machine:
Chamber:
Height (cm): Load Cell:
Diameter (cm): Axial DCDT:
Area (cm2): Cell Pressure:
Volume (cm3): Back Pressure:
dry (kN/m3): Pore Pressure:
sat (kN/m3): Feed Rate (%/hr):
Water content, w (%):
Saturation (%):
Void ratio, e:
Gs (calculated):
t50 (min):
TM/MM June 20, 2016
Strain, f (%):
TESTED BY DATE CHECKED BY DATE
1.00
Volume Change (cc): -149.1
N/A
CLAYEY SILT; trace shells, grey, w>PL, soft to firm.
8.27
3' (kPa): 60
August 26, 2016
2.57
MS
236u (kPa):
Consolidation Results
'c = cell - pwp (kPa): 296
1' (kPa): 268
B value:
100 100
1.88 1.27
1' - 3' MAX: 208
pwp (kPa): 693
Strength Results
2.57
PS-3258
15.16 16.60 0.20
73.1 49.4 PHOTO AT END OF TEST
8.76 11.11
41.18 34.61 PS-3131
704 555 PS-3328
17.10 16.03 706444
7.24 6.64 LP-946
Project No.:
Sample Data Equipment
Before Consolidation
After Consolidation
Truepath Load Frame - Stn. 6
KW
Soil
1403337/13000
Project:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Location:
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.16 - 41.33
Lab ID No: 152
Test
Sample
Ho (cm)
Do (cm)
Gs (calculated)
w (%)
o dry (kN/m3)
Sat. (%)
eo
BValue
CELL (kPa)
OCR
3c (kPa)
(cc)
Hc (cm)
Dc (cm)
Ac (cm2)
Vc (cm3)
c dry (kN/m3)
ec
w (%)
Sat (%)
1'- 3' (kPa) :
f (%)
u (kPa)
3' (kPa)
' (kPa)
Initial Dimensions
16.57
1089
N/A
37.44
320
0.73
-20.6 -28.6
199
After Consolidation Dimensions
6.90
MS September 2, 2016
46.9
100
-11.0
15.34
574.3
-5.9
1.27
11.68
MM/CSDATE TESTED BY CHECKED BY DATE
July 6, 2016
513
Stage 4 (400 kPa)
-45.2
N/A
Failure At Maximum Deviator Stress 1'- 3' :
237
63.2
9.79
Stage Consolidation Results
1.71
100
N/A
Note: Stage consolidation results represent values at end of each loading.
276
739
Stage 1 (50 kPa)
N/A
786 888
Vc
Stage 3 (200 kPa)
50
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
CIU
1403337/13000
39997
Stage 2 (100 kPa) Stage 5 (600 kPa)
1287
N/A
598
Client:
Project:
Location:
Project No.:
600 kPa
1.00
7.26
2.70
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.16 - 41.33
Lab ID No: 152
CHECKED BY DATE
Location:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
1403337/13000Project No.:
MM/CS July 6, 2016 MS September 2, 2016TESTED BY DATE
1.20
1.30
1.40
1.50
1.60
1.70
1.80
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0
Total Stress (kPa)
Void Ratio vs Total Stress
Stage 1 (50 kPa)
Stage 2 (100 kPa)
Stage 3 (200 kPa)
Stage 4 (400 kPa)
Stage 5 (600 kPa)
1.20
1.30
1.40
1.50
1.60
1.70
1.80
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000
Time (min)
Void Ratio vs Time
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.16 - 41.33
Lab ID No: 152
TESTED BY DATE CHECKED BY DATE
Project No.: 1403337/13000
MM/CS July 6, 2016 MS September 2, 2016
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
Location:
1.20
1.30
1.40
1.50
1.60
1.70
1.80
10.0 100.0 1000.0
Total Stress (kPa)
Void Ratio vs Total Stress
-120
-100
-80
-60
-40
-20
0
0 1000 2000 3000 4000 5000
Time (min)
Volume Change vs Time
Stage 1 (50 kPa)
Stage 2 (100 kPa)
Stage 3 (200 kPa)
Stage 4 (400 kPa)
Stage 5 (600 kPa)
Note: points represent values at end of each loading.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.16 - 41.33
Lab ID No: 152
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
TESTED BY DATE CHECKED BY DATE
MM/CS July 6, 2016 MS September 2, 2016
Client:
Project:
Location:
Project No.: 1403337/13000
0
50
100
150
200
250
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0Axial Strain (%)
Deviator Stress
CIU
0
100
200
300
400
500
600
0.0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0Axial Strain (%)
Excess Pore Water Pressure
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.16 - 41.33
Lab ID No: 152
nooo
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Project No.:
Client:
Project:
Location:
1403337/13000
July 6, 2016CHECKED BY
MSMM/CS September 2, 2016DATE DATETESTED BY
0
100
200
300
0 100 200 300 400 500 600
p' = ( '1 + '3) / 2 (kPa)
Stress Paths
CIU
0
100
200
300
0 100 200 300 400 500 600
Effective Principal Stress (kPa)
Mohr Stress Circles
Figure not to natural scale
Figure not to natural scale
Note: Plot shows Mohr circles of principal effective stresses at failure. Mohr circles of total stresses can be calculated using U reported in summary page. Failure criterion used is maximum deviator stress.
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.16 - 41.33
Lab ID No: 152
Type : Intact Soil Classification: MH
Saturation Method: Back Pressure Saturation Material Type
Visual Description
Other Remarks: LL=76, PL=41, PI=35.
Machine:
Chamber:
Height (cm): Load Cell:
Diameter (cm): Axial DCDT:
Area (cm2): Cell Pressure:
Volume (cm3): Back Pressure:
dry (kN/m3): Pore Pressure:
sat (kN/m3): Feed Rate (%/hr):
Water content, w (%):
Saturation (%):
Void ratio, e:
Gs (calculated):
t50 (min):
Project:
Consolidated Undrained Triaxial Compression Test for SoilsReference
ASTM D4767-11
Client:
Location:
Project No.:
Sample Data Equipment
Before Consolidation
After Consolidation
Truepath Load Frame - Stn. 4
KW
Soil
1403337/13000
16.57 15.34 682884
7.26 6.90 LP-174
41.36 37.44 PS-3322
685 574 PS-3146
PS-3190
15.97 17.17 0.20
63.2 46.9 PHOTO AT END OF TEST
9.79 11.68
100 100
1.71 1.27
1' - 3' MAX: 237
pwp (kPa): 690
Strength Results
2.70 2.70
MS
320u (kPa):
Consolidation Results
'c = cell - pwp (kPa): 595
1' (kPa): 513
B value: 1.00
Volume Change (cc): -111.2
N/A
CLAYEY SILT, dark grey, w>PL, firm.
0.73
3' (kPa): 276
September 2, 2016MM/CS July 6, 2016
Strain, f (%):
TESTED BY DATE CHECKED BY DATE
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-14Isotropic Compression tests - 2015
23 December 2016Report No. 1403337-023-R-Rev0
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.33 - 41.50
Lab ID No: 152
Ho (cm)
Do (cm)
Gs (calculated)
w (%)
o dry (kN/m3)
Sat. (%)
eo
BValue
CELL (kPa)
3c (kPa)
(cc)
CELL (kPa)
3c (kPa)
(cc)
CELL (kPa)
3c (kPa)
(cc)
CELL (kPa)
3c (kPa)
(cc)
Hc (cm)
Dc (cm)
Ac (cm2)
Vc (cm3)
c dry (kN/m3)
ec
w (%)
Sat (%)
Note: Stage consolidation results represent values at end of each loading.
15.10
1.22
7.18
2.67
46.3
11.80
0.98
100
4.0
Client:
Project:
Location:
Project No.: 1403337/13000
Isotropic Compression Test for SoilsReference
ASTM D4767-11
394
881
186
738
Stage 1 (50 kPa)
42
788
Stage 5 (200 kPa)
888
Stage 3 (200 kPa)
Stage Consolidation Results
102
6.88
37.22
15.10
562.2
1.04
12.85
39.5
-4.6
790
-8.3
963 840
1589 1289
Stage 4 (400 kPa)Stage 2 (100 kPa)
1188
Vc 4.8 -2.8
192
Vc -11.4
1087
94 391 493 593
-8.8 -14.1 -11.4
989
TM/MMDATE TESTED BY CHECKED BY DATE
July 6, 2016 MS September 2, 2016
Stage 10 (600 kPa)
1289
After Consolidation Dimensions
193
Stage 6 (100 kPa) Stage 7 (200 kPa)
1089
-49.6
Stage 8 (400 kPa) Stage 9 (500 kPa)
1288 1438
989 1289
Initial Dimensions
93
889
268 145 293 593 743
Stage 11 (300 kPa) Stage 12 (150 kPa) Stage 13 (300 kPa) Stage 14 (600 kPa) Stage 15 (750 kPa)
Vc 4.3 4.9 -3.0 -10.6 -10.8
-6.5
1588
893 594 294 593 893
Stage 16 (900 kPa) Stage 17 (600 kPa) Stage 18 (300 kPa) Stage 19 (600 kPa) Stage 20 (900 kPa)
Vc -12.3 2.2 4.1 -3.3
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.33 - 41.50
Lab ID No: 152Project No.:
TM/MM July 6, 2016 MS September 2, 2016TESTED BY DATE CHECKED BY DATE
Location:
Isotropic Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
1403337/13000
0.95
1.05
1.15
1.25
1.35
1.45
1.55
0.0 100.0 200.0 300.0 400.0 500.0 600.0 700.0 800.0 900.0 1000.0
Total Stress (kPa)
Void Ratio vs Total Stress
Stage 1 (50 kPa) Stage 2 (100 kPa)Stage 3 (200 kPa) Stage 4 (400 kPa)Stage 5 (200 kPa) Stage 6 (100 kPa)Stage 7 (200 kPa) Stage 8 (400 kPa)Stage 9 (500 kPa) Stage 10 (600 kPa)Stage 11 (300 kPa) Stage 12 (150 kPa)Stage 13 (300 kPa) Stage 14 (600 kPa)Stage 15 (750 kPa) Stage 16 (900 kPa)Stage 17 (600 kPa) Stage 18 (300 kPa)Stage 19 (600 kPa) Stage 20 (900 kPa)
0.95
1.05
1.15
1.25
1.35
1.45
1.55
0 10000 20000 30000 40000 50000 60000 70000
Time (min)
Void Ratio vs Time
Golder Associates Ltd - Burnaby Lab
Unit 300- 3811 North Fraser Way
Burnaby, B.C. Canada V5J 5J2
Trans Mountain Pipeline L.P. Borehole: BH15-17B
Westridge Marine Terminal Sample: 7
Burnaby, BC Depth (m): 41.33 - 41.50
Lab ID No: 152
Isotropic Compression Test for SoilsReference
ASTM D4767-11
Client:
Project:
Location:
Project No.: 1403337/13000
TM/MM July 6, 2016 MS September 2, 2016TESTED BY DATE CHECKED BY DATE
0.95
1.05
1.15
1.25
1.35
1.45
1.55
10.0 100.0 1000.0
Total Stress (kPa)
Void Ratio vs Total Stress
-140
-120
-100
-80
-60
-40
-20
0
0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
Time (min)
Volume Change vs Time
Stage 1 (50 kPa) Stage 2 (100 kPa)Stage 3 (200 kPa) Stage 4 (400 kPa)Stage 5 (200 kPa) Stage 6 (100 kPa)Stage 7 (200 kPa) Stage 8 (400 kPa)Stage 9 (500 kPa) Stage 10 (600 kPa)Stage 11 (300 kPa) Stage 12 (150 kPa)Stage 13 (300 kPa) Stage 14 (600 kPa)Stage 15 (750 kPa) Stage 16 (900 kPa)Stage 17 (600 kPa) Stage 18 (300 kPa)Stage 19 (600 kPa) Stage 20 (900 kPa)
Note: points represent values at end of each loading.
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-15Cyclic Direct Simple Shear tests (CDSS) – 2015
Note: The asymmetric cyclic shear stress-strain loops shown in the CDSS test reports were inferred to be caused by the localized sand and/or shell fragments inside the tested samples.
23 December 2016Report No. 1403337-023-R-Rev0
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Equipment Description: GDS - Station 2
Max. DU at N=19 (zero load)
Min. DU at N=19 (zero load)
Initial Vertical Stress (kPa)
Initial Shear Stress (kPa)
Applied Shear Bias (kPa)
Rate of Shearing (%/hr)
Peak Shear Strength (kPa)
CSR
Cycles to 3.75% Shear Strain
Initial Vertical Stress (kPa)
Max Cyclic Shear Stress (kPa)
Max. Shear Strain at N=19 (zero load)
Min. Shear Strain at N=19 (zero load)
Trim from Undisturbed
23.58
70.52
39.06
87.89
17.97
Post Cyclic Monotonic Test Results
21.99
-2.02
0.10
Project No.:Project:Location:Client:
1403337
KMC Westridge Terminal
Burnaby, BC
Trans Mountain Pipeline L.P.
Sample Number:Test ID:Depth (m):Lab ID No:
BH15-13 Sa 3
87kPa, 0.21 CSR
13.37-13.41
152
Comments / Special InstructionsComments / Special Instructions
Maximum Shear Strain MAX (%) 19.84
Shear Strength at MAX (kPa) 18.92
61.72
61.32
Excess Pore Pressure at Peak (kPa) 58.14
Ratio of Peak / 'v 0.22
2.06
-1.28
0.00
1.00
19.23
19
0.20
Cyclic Test Results
Frequency (Hz)
N/A
Axial Strain at end of Consol. % 7.59
Change in Height Hc (mm) 1.79
87.84
87.43Max Applied Vertical Stress (kPa)Vertical Stress at end of Consol (kPa)
Consolidation
Max. Axial Strain % 7.60N/AEffective Overburden Pressure (kPa)
>100
16.29
10.26
Weight Volume Relationships
Initial Wet Mass (g) Initial Water Content (%) 58.84
Dry Mass (g) Initial Saturation (%) >100
152.96
13 Liquid Limit 48
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Volume (cm3) Shear Strength est. (kPa) N/A
Specific Gravity (Measured) Sensitivity N/A
92.10Area (cm2) Fines Fraction (%) 87 Plastic Limit 29
Initial Wet Unit Weight (kN/m3) Final Water Content (%) 53.91
Initial Dry Unit Weight (kN/m3) Final Saturation (%)
General RemarksSaturation @ 25kPa, ~100mL of water passed through sample. 11897
38408
158877
Sample Properties
Preparation Method
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 23, 2016 M. Sanin September 7, 2016
2.64
96.3
Laboratory OCR
Visual Description CLAYEY SILT; trace shells; grey; cohesive, w>PL; soft to firm
Height (mm)
Diameter (mm) Sand Fraction (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton September 7, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
August 23, 2016
2254
Load (kN) 0.1003 0.1986 0.3431
Axial Strain (%) 1.43 3.56 7.60
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
87.43
7.59
N/A
1.79
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 87
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.21 CSR
Consolidation Summary
Burnaby, BC 13.37-13.41
152Trans Mountain Pipeline L.P.
0.000.200.400.600.801.001.201.401.601.802.00
0 500 1000 1500 2000 2500 3000Time (min)
0102030405060708090
1000 500 1000 1500 2000 2500 3000
Time (min)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 23, 2016 M. Sanin September 7, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.21 CSR
Burnaby, BC 13.37-13.41
152Trans Mountain Pipeline L.P.
0.40
0.30
0.20
0.10
0.00
0.10
0.20
0.30
0.40
6 4 2 0 2 4 6Shear Strain (%)
N = 1N = 213.75%, N = 19
25
20
15
10
5
0
5
10
15
20
0 10 20 30 40 50 60 70 80 90 100Effective Vertical Stress (kPa)
N = 1N = 213.75%, N = 19
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 23, 2016 M. Sanin September 7, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.21 CSR
Burnaby, BC 13.37-13.41
152Trans Mountain Pipeline L.P.
6.00
4.00
2.00
0.00
2.00
4.00
6.00
0 5 10 15 20 25Number of Cycles (N)
N = 1N = 213.75%, N = 19
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 5 10 15 20 25Number of Cycles (N)
N = 1N = 213.75%, N = 19
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 23, 2016 M. Sanin September 7, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.21 CSR
Burnaby, BC 13.37-13.41
152Trans Mountain Pipeline L.P.
5
0
5
10
15
20
25
5 0 5 10 15 20Shear Strain (%)
0
10
20
30
40
50
60
70
80
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 23, 2016 M. Sanin September 7, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.21 CSR
Burnaby, BC 13.37-13.41
152Trans Mountain Pipeline L.P.
5
0
5
10
15
20
25
0 10 20 30 40 50 60 70 80 90 100Vertical Stress (kPa)
0.05
0.00
0.05
0.10
0.15
0.20
0.25
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.21 CSR
Burnaby, BC 13.37-13.41
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 23, 2016 M. Sanin September 7, 2016
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Equipment Description: GDS - Station 2
Max. DU at N=9 (zero load)
Min. DU at N=9 (zero load)
Initial Vertical Stress (kPa)
Initial Shear Stress (kPa)
Applied Shear Bias (kPa)
Rate of Shearing (%/hr)
Peak Shear Strength (kPa)
CSR
Cycles to 3.75% Shear Strain
Initial Vertical Stress (kPa)
Max Cyclic Shear Stress (kPa)
Max. Shear Strain at N=9 (zero load)
Min. Shear Strain at N=9 (zero load)
Trim from Undisturbed
23.60
70.52
39.06
88.94
21.51
Post Cyclic Monotonic Test Results
29.19
-2.84
0.10
Project No.:Project:Location:Client:
1403337
KMC Westridge Terminal
Burnaby, BC
Trans Mountain Pipeline L.P.
Sample Number:Test ID:Depth (m):Lab ID No:
BH15-13 Sa 3
87kPa, 0.25 CSR
13.41-13.45
152
Comments / Special InstructionsComments / Special Instructions
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 22.33
54.85
54.32
Excess Pore Pressure at Peak (kPa) 50.95
Ratio of Peak / 'v 0.26
1.32
-1.93
0.00
1.00
22.94
9
0.24
Cyclic Test Results
Frequency (Hz)
N/A
Axial Strain at end of Consol. % 6.16
Change in Height Hc (mm) 1.45
87.89
87.41Max Applied Vertical Stress (kPa)Vertical Stress at end of Consol (kPa)
Consolidation
Max. Axial Strain % 6.17N/AEffective Overburden Pressure (kPa)
>100
16.59
10.69
Weight Volume Relationships
Initial Wet Mass (g) Initial Water Content (%) 55.10
Dry Mass (g) Initial Saturation (%) >100
155.84
13 Liquid Limit 48
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Volume (cm3) Shear Strength est. (kPa) N/A
Specific Gravity (Measured) Sensitivity N/A
92.18Area (cm2) Fines Fraction (%) 87 Plastic Limit 29
Initial Wet Unit Weight (kN/m3) Final Water Content (%) 50.98
Initial Dry Unit Weight (kN/m3) Final Saturation (%)
General RemarksSaturation @ 25kPa, ~100mL of water passed through sample. 11897
38408
158877
Sample Properties
Preparation Method
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 19, 2016 M. Sanin August 24, 2016
2.64
100.48
Laboratory OCR
Visual Description CLAYEY SILT; trace shells; grey; cohesive, w>PL; soft to firm
Height (mm)
Diameter (mm) Sand Fraction (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
August 19, 2016
3482
Load (kN) 0.1008 0.1988 0.3433
Axial Strain (%) 0.94 2.52 6.17
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
87.41
6.16
N/A
1.45
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 87
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.25 CSR
Consolidation Summary
Burnaby, BC 13.41-13.45
152Trans Mountain Pipeline L.P.
0.000.200.400.600.801.001.201.401.60
0 500 1000 1500 2000 2500 3000 3500 4000 4500Time (min)
0102030405060708090
1000 500 1000 1500 2000 2500 3000 3500 4000 4500
Time (min)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 19, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.25 CSR
Burnaby, BC 13.41-13.45
152Trans Mountain Pipeline L.P.
0.40
0.30
0.20
0.10
0.00
0.10
0.20
0.30
0.40
6 4 2 0 2 4 6Shear Strain (%)
N = 1N = 113.75%, N = 9
25
20
15
10
5
0
5
10
15
20
25
0 10 20 30 40 50 60 70 80 90 100Effective Vertical Stress (kPa)
N = 1N = 113.75%, N = 9
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 19, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.25 CSR
Burnaby, BC 13.41-13.45
152Trans Mountain Pipeline L.P.
6.00
4.00
2.00
0.00
2.00
4.00
6.00
0 2 4 6 8 10 12Number of Cycles (N)
N = 1N = 113.75%, N = 9
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 2 4 6 8 10 12Number of Cycles (N)
N = 1N = 113.75%, N = 9
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 19, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.25 CSR
Burnaby, BC 13.41-13.45
152Trans Mountain Pipeline L.P.
5
0
5
10
15
20
25
5 0 5 10 15 20Shear Strain (%)
0
10
20
30
40
50
60
70
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 19, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.25 CSR
Burnaby, BC 13.41-13.45
152Trans Mountain Pipeline L.P.
5
0
5
10
15
20
25
0 10 20 30 40 50 60 70 80 90 100Vertical Stress (kPa)
0.05
0
0.05
0.1
0.15
0.2
0.25
0.3
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.25 CSR
Burnaby, BC 13.41-13.45
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 19, 2016 M. Sanin August 24, 2016
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Equipment Description: GDS - Station 1
Max. DU at N=4 (zero load)
Min. DU at N=4 (zero load)
Initial Vertical Stress (kPa)
Initial Shear Stress (kPa)
Applied Shear Bias (kPa)
Rate of Shearing (%/hr)
Peak Shear Strength (kPa)
CSR
Cycles to 3.75% Shear Strain
Initial Vertical Stress (kPa)
Max Cyclic Shear Stress (kPa)
Max. Shear Strain at N=4 (zero load)
Min. Shear Strain at N=4 (zero load)
Trim from Undisturbed
23.53
70.52
39.06
86.90
23.99
Post Cyclic Monotonic Test Results
23.68
-3.07
0.10
Project No.:Project:Location:Client:
1403337
KMC Westridge Terminal
Burnaby, BC
Trans Mountain Pipeline L.P.
Sample Number:Test ID:Depth (m):Lab ID No:
BH15-13 Sa 3
87kPa, 0.28 CSR
13.45-13.49
152
Comments / Special InstructionsComments / Special Instructions
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 21.40
54.52
52.42
Excess Pore Pressure at Peak (kPa) 55.02
Ratio of Peak / 'v 0.25
2.32
-1.11
0.00
1.00
21.81
4
0.28
Cyclic Test Results
Frequency (Hz)
N/A
Axial Strain at end of Consol. % 5.70
Change in Height Hc (mm) 1.34
87.07
86.90Max Applied Vertical Stress (kPa)Vertical Stress at end of Consol (kPa)
Consolidation
Max. Axial Strain % 5.71N/AEffective Overburden Pressure (kPa)
>100
16.94
11.20
Weight Volume Relationships
Initial Wet Mass (g) Initial Water Content (%) 51.27
Dry Mass (g) Initial Saturation (%) >100
158.68
13 Liquid Limit 48
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Volume (cm3) Shear Strength est. (kPa) N/A
Specific Gravity (Measured) Sensitivity N/A
91.90Area (cm2) Fines Fraction (%) 87 Plastic Limit 29
Initial Wet Unit Weight (kN/m3) Final Water Content (%) 45.04
Initial Dry Unit Weight (kN/m3) Final Saturation (%)
General RemarksSaturation @ 25kPa, ~100mL of water passed through sample. 113179
89612
30465
Sample Properties
Preparation Method
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 16, 2016 M. Sanin August 24, 2016
2.64
104.9
Laboratory OCR
Visual Description CLAYEY SILT; trace shells; grey; cohesive, w>PL; soft to firm
Height (mm)
Diameter (mm) Sand Fraction (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
August 16, 2016
2270
Load (kN) 0.0977 0.1952 0.3401
Axial Strain (%) 0.93 2.38 5.71
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
86.90
5.70
N/A
1.34
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 87
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.28 CSR
Consolidation Summary
Burnaby, BC 13.45-13.49
152Trans Mountain Pipeline L.P.
0.000.200.400.600.801.001.201.401.60
0 500 1000 1500 2000 2500 3000Time (min)
0102030405060708090
1000 500 1000 1500 2000 2500 3000
Time (min)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 16, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.28 CSR
Burnaby, BC 13.45-13.49
152Trans Mountain Pipeline L.P.
0.40
0.30
0.20
0.10
0.00
0.10
0.20
0.30
0.40
6 4 2 0 2 4 6Shear Strain (%)
N = 1N = 53.75%, N = 4
30
20
10
0
10
20
30
0 10 20 30 40 50 60 70 80 90 100Effective Vertical Stress (kPa)
N = 1N = 53.75%, N = 4
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 16, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.28 CSR
Burnaby, BC 13.45-13.49
152Trans Mountain Pipeline L.P.
6.00
4.00
2.00
0.00
2.00
4.00
6.00
0 1 2 3 4 5 6Number of Cycles (N)
N = 1N = 53.75%, N = 4
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 1 2 3 4 5 6Number of Cycles (N)
N = 1N = 53.75%, N = 4
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 16, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.28 CSR
Burnaby, BC 13.45-13.49
152Trans Mountain Pipeline L.P.
5
0
5
10
15
20
25
5 0 5 10 15 20Shear Strain (%)
0
10
20
30
40
50
60
70
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 16, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.28 CSR
Burnaby, BC 13.45-13.49
152Trans Mountain Pipeline L.P.
5
0
5
10
15
20
25
0 10 20 30 40 50 60 70 80 90 100Vertical Stress (kPa)
0.05
0
0.05
0.1
0.15
0.2
0.25
0.3
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
1403337 Sample Number: BH15-13 Sa 3
KMC Westridge Terminal 87kPa, 0.28 CSR
Burnaby, BC 13.45-13.49
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 16, 2016 M. Sanin August 24, 2016
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
General RemarksSaturation @ 25kPa, ~150mL of water passed through sample. 113179
89612
30465
Sample Properties
Preparation Method
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 8, 2016 M. Sanin August 24, 2016
2.69
102.82
Laboratory OCR
Visual Description CLAYEY SILT; trace shells; some organics; grey; cohesive, w>PL; soft to firm
Height (mm)
Diameter (mm) Sand Fraction (%) 6.8 Liquid Limit 53
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Volume (cm3) Shear Strength est. (kPa) N/A
Specific Gravity (Measured) Sensitivity N/A
92.58Area (cm2) Fines Fraction (%) 93.2 Plastic Limit 30
Initial Wet Unit Weight (kN/m3) Final Water Content (%) 48.60
Initial Dry Unit Weight (kN/m3) Final Saturation (%) >100
16.64
10.89
Weight Volume Relationships
Initial Wet Mass (g) Initial Water Content (%) 52.77
Dry Mass (g) Initial Saturation (%) 99.82
157.08
Consolidation
Max. Axial Strain % 8.50N/AEffective Overburden Pressure (kPa)
0.20
Cyclic Test Results
Frequency (Hz)
N/A
Axial Strain at end of Consol. % 8.50
Change in Height Hc (mm) 2.00
162.13
161.82Max Applied Vertical Stress (kPa)Vertical Stress at end of Consol (kPa)
BH15-13 Sa 5
162kPa, 0.20CSR
24.22-24.28
152
Comments / Special InstructionsComments / Special Instructions
Maximum Shear Strain MAX (%) 19.99
Shear Strength at MAX (kPa) 32.82
128.41
127.26
Excess Pore Pressure at Peak (kPa) 111.96
Ratio of Peak / 'v 0.21
1.86
-1.38
0.00
1.00
34.50
42
Project No.:Project:Location:Client:
1403337
KMC Westridge Terminal
Burnaby, BC
Trans Mountain Pipeline L.P.
Sample Number:Test ID:Depth (m):Lab ID No:
Equipment Description: GDS - Station 1
Max. DU at N=42 (zero load)
Min. DU at N=42 (zero load)
Initial Vertical Stress (kPa)
Initial Shear Stress (kPa)
Applied Shear Bias (kPa)
Rate of Shearing (%/hr)
Peak Shear Strength (kPa)
CSR
Cycles to 3.75% Shear Strain
Initial Vertical Stress (kPa)
Max Cyclic Shear Stress (kPa)
Max. Shear Strain at N=42 (zero load)
Min. Shear Strain at N=42 (zero load)
Trim from Undisturbed
23.59
70.69
39.25
161.90
32.41
Post Cyclic Monotonic Test Results
26.88
-2.27
0.10
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Consolidation Summary
Burnaby, BC 24.22-24.28
152Trans Mountain Pipeline L.P.
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.20CSR
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
161.82
8.50
N/A
2.00
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 162Load (kN) 0.0982 0.1964 0.6363
Axial Strain (%) 0.67 1.86 8.50
Duration (min) 240 240 1999
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
August 8, 2016
0.00
0.50
1.00
1.50
2.00
2.500 500 1000 1500 2000 2500 3000
Time (min)
020406080
100
120140160180
0 500 1000 1500 2000 2500 3000Time (min)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.20CSR
Burnaby, BC 24.22-24.28
152Trans Mountain Pipeline L.P.
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 8, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
0.30
0.20
0.10
0.00
0.10
0.20
0.30
5 4 3 2 1 0 1 2 3 4 5Shear Strain (%)
N = 1N = 443.75%, N = 42
40
30
20
10
0
10
20
30
40
0 20 40 60 80 100 120 140 160 180Effective Vertical Stress (kPa)
N = 1N = 443.75%, N = 42
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.20CSR
Burnaby, BC 24.22-24.28
152Trans Mountain Pipeline L.P.
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 8, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
5.00
4.00
3.00
2.00
1.00
0.00
1.00
2.00
3.00
4.00
5.00
0 5 10 15 20 25 30 35 40 45 50Number of Cycles (N)
N = 1N = 443.75%, N = 42
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 5 10 15 20 25 30 35 40 45 50Number of Cycles (N)
N = 1N = 443.75%, N = 42
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.20CSR
Burnaby, BC 24.22-24.28
152Trans Mountain Pipeline L.P.
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 8, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
5
0
5
10
15
20
25
30
35
40
5 0 5 10 15 20Shear Strain (%)
0
20
40
60
80
100
120
140
160
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.20CSR
Burnaby, BC 24.22-24.28
152Trans Mountain Pipeline L.P.
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 8, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
5
0
5
10
15
20
25
30
35
40
0 20 40 60 80 100 120 140 160 180Vertical Stress (kPa)
0.05
0
0.05
0.1
0.15
0.2
0.25
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.20CSR
Burnaby, BC 24.22-24.28
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 8, 2016 M. Sanin August 24, 2016
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Equipment Description: GDS - Station 1
Max. DU at N=28 (zero load)
Min. DU at N=28 (zero load)
Initial Vertical Stress (kPa)
Initial Shear Stress (kPa)
Applied Shear Bias (kPa)
Rate of Shearing (%/hr)
Peak Shear Strength (kPa)
CSR
Cycles to 3.75% Shear Strain
Initial Vertical Stress (kPa)
Max Cyclic Shear Stress (kPa)
Max. Shear Strain at N=28 (zero load)
Min. Shear Strain at N=28 (zero load)
Trim from Undisturbed
23.56
70.52
39.06
161.91
40.50
Post Cyclic Monotonic Test Results
36.74
-3.30
0.10
Project No.:Project:Location:Client:
1403337
KMC Westridge Terminal
Burnaby, BC
Trans Mountain Pipeline L.P.
Sample Number:Test ID:Depth (m):Lab ID No:
BH15-13 Sa 5
162kPa, 0.25 CSR
24.28-24.33
152
Comments / Special InstructionsComments / Special Instructions
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 39.12
113.62
112.66
Excess Pore Pressure at Peak (kPa) 108.30
Ratio of Peak / 'v 0.27
0.53
-1.97
0.00
1.00
43.52
28
0.25
Cyclic Test Results
Frequency (Hz)
N/A
Axial Strain at end of Consol. % 6.29
Change in Height Hc (mm) 1.48
162.14
161.86Max Applied Vertical Stress (kPa)Vertical Stress at end of Consol (kPa)
Consolidation
Max. Axial Strain % 6.29N/AEffective Overburden Pressure (kPa)
>100
16.75
10.95
Weight Volume Relationships
Initial Wet Mass (g) Initial Water Content (%) 52.97
Dry Mass (g) Initial Saturation (%) >100
157.12
6.8 Liquid Limit 53
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Volume (cm3) Shear Strength est. (kPa) N/A
Specific Gravity (Measured) Sensitivity N/A
92.02Area (cm2) Fines Fraction (%) 93.2 Plastic Limit 30
Initial Wet Unit Weight (kN/m3) Final Water Content (%) 50.68
Initial Dry Unit Weight (kN/m3) Final Saturation (%)
General RemarksSaturation @ 25kPa, ~250mL of water passed through sample. 113179
89612
30465
Sample Properties
Preparation Method
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 12, 2016 M. Sanin August 24, 2016
2.69
102.71
Laboratory OCR
Visual Description CLAYEY SILT; trace shells; some organics; grey; cohesive, w>PL; soft to firm
Height (mm)
Diameter (mm) Sand Fraction (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
August 12, 2016
3546
Load (kN) 0.0977 0.1955 0.6333
Axial Strain (%) 1.45 2.12 6.29
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
161.86
6.29
N/A
1.48
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 162
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.25 CSR
Consolidation Summary
Burnaby, BC 24.28-24.33
152Trans Mountain Pipeline L.P.
0.000.200.400.600.801.001.201.401.60
0 500 1000 1500 2000 2500 3000 3500 4000 4500Time (min)
020406080
100
120140160180
0 500 1000 1500 2000 2500 3000 3500 4000 4500Time (min)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 12, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.25 CSR
Burnaby, BC 24.28-24.33
152Trans Mountain Pipeline L.P.
0.40
0.30
0.20
0.10
0.00
0.10
0.20
0.30
0.40
6 4 2 0 2 4 6Shear Strain (%)
N = 1N = 343.75%, N = 28
50
40
30
20
10
0
10
20
30
40
50
0 20 40 60 80 100 120 140 160 180Effective Vertical Stress (kPa)
N = 1N = 343.75%, N = 28
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 12, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.25 CSR
Burnaby, BC 24.28-24.33
152Trans Mountain Pipeline L.P.
6.00
4.00
2.00
0.00
2.00
4.00
6.00
0 5 10 15 20 25 30 35 40Number of Cycles (N)
N = 1N = 343.75%, N = 28
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 5 10 15 20 25 30 35 40Number of Cycles (N)
N = 1N = 343.75%, N = 28
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 12, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.25 CSR
Burnaby, BC 24.28-24.33
152Trans Mountain Pipeline L.P.
10
0
10
20
30
40
50
5 0 5 10 15 20Shear Strain (%)
0
20
40
60
80
100
120
140
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 12, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.25 CSR
Burnaby, BC 24.28-24.33
152Trans Mountain Pipeline L.P.
10
0
10
20
30
40
50
0 20 40 60 80 100 120 140 160 180 200Vertical Stress (kPa)
0.05
0
0.05
0.1
0.15
0.2
0.25
0.3
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.25 CSR
Burnaby, BC 24.28-24.33
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 12, 2016 M. Sanin August 24, 2016
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Equipment Description: GDS - Station 1
Max. DU at N=3 (zero load)
Min. DU at N=3 (zero load)
Initial Vertical Stress (kPa)
Initial Shear Stress (kPa)
Applied Shear Bias (kPa)
Rate of Shearing (%/hr)
Peak Shear Strength (kPa)
CSR
Cycles to 3.75% Shear Strain
Initial Vertical Stress (kPa)
Max Cyclic Shear Stress (kPa)
Max. Shear Strain at N=3 (zero load)
Min. Shear Strain at N=3 (zero load)
Trim from Undisturbed
23.41
70.60
39.15
161.83
48.20
Post Cyclic Monotonic Test Results
56.07
-2.78
0.10
Project No.:Project:Location:Client:
1403337
KMC Westridge Terminal
Burnaby, BC
Trans Mountain Pipeline L.P.
Sample Number:Test ID:Depth (m):Lab ID No:
BH15-13 Sa 5
162kPa, 0.30 CSR
24.07-24.11
152
Comments / Special InstructionsComments / Special Instructions
Maximum Shear Strain MAX (%) 19.99
Shear Strength at MAX (kPa) 33.21
93.93
91.35
Excess Pore Pressure at Peak (kPa) 110.56
Ratio of Peak / 'v 0.24
1.61
-1.82
0.00
1.00
38.32
3
0.30
Cyclic Test Results
Frequency (Hz)
N/A
Axial Strain at end of Consol. % 7.04
Change in Height Hc (mm) 1.65
162.13
161.90Max Applied Vertical Stress (kPa)Vertical Stress at end of Consol (kPa)
Consolidation
Max. Axial Strain % 7.06N/AEffective Overburden Pressure (kPa)
>100
16.62
10.75
Weight Volume Relationships
Initial Wet Mass (g) Initial Water Content (%) 54.63
Dry Mass (g) Initial Saturation (%) >100
155.26
6.8 Liquid Limit 53
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Volume (cm3) Shear Strength est. (kPa) N/A
Specific Gravity (Measured) Sensitivity N/A
91.64Area (cm2) Fines Fraction (%) 93.2 Plastic Limit 30
Initial Wet Unit Weight (kN/m3) Final Water Content (%) 51.12
Initial Dry Unit Weight (kN/m3) Final Saturation (%)
General RemarksSaturation @ 25kPa, ~250mL of water passed through sample. 113179
89612
30465
Sample Properties
Preparation Method
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 4, 2016 M. Sanin August 24, 2016
2.69
100.41
Laboratory OCR
Visual Description CLAYEY SILT; trace shells; some organics; grey; cohesive, w>PL; soft to firm
Height (mm)
Diameter (mm) Sand Fraction (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
August 4, 2016
2407
Load (kN) 0.0979 0.1959 0.6347
Axial Strain (%) 0.34 0.95 7.06
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
161.90
7.04
N/A
1.65
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 162
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.30 CSR
Consolidation Summary
Burnaby, BC 24.07-24.11
152Trans Mountain Pipeline L.P.
0.000.200.400.600.801.001.201.401.601.80
0 500 1000 1500 2000 2500 3000 3500Time (min)
020406080
100
120140160180
0 500 1000 1500 2000 2500 3000 3500Time (min)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 4, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.30 CSR
Burnaby, BC 24.07-24.11
152Trans Mountain Pipeline L.P.
0.40
0.30
0.20
0.10
0.00
0.10
0.20
0.30
0.40
5 4 3 2 1 0 1 2 3 4 5Shear Strain (%)
N = 1N = 33.75%, N = 3
60
40
20
0
20
40
60
0 20 40 60 80 100 120 140 160 180Effective Vertical Stress (kPa)
N = 1N = 33.75%, N = 3
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 4, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.30 CSR
Burnaby, BC 24.07-24.11
152Trans Mountain Pipeline L.P.
5.00
4.00
3.00
2.00
1.00
0.00
1.00
2.00
3.00
4.00
5.00
0 0.5 1 1.5 2 2.5 3 3.5Number of Cycles (N)
N = 1N = 33.75%, N = 3
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1
0 0.5 1 1.5 2 2.5 3 3.5Number of Cycles (N)
N = 1N = 33.75%, N = 3
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 4, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.30 CSR
Burnaby, BC 24.07-24.11
152Trans Mountain Pipeline L.P.
5
0
5
10
15
20
25
30
35
40
45
5 0 5 10 15 20Shear Strain (%)
0
20
40
60
80
100
120
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton August 4, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.30 CSR
Burnaby, BC 24.07-24.11
152Trans Mountain Pipeline L.P.
5
0
5
10
15
20
25
30
35
40
45
0 20 40 60 80 100 120 140 160 180Vertical Stress (kPa)
0.05
0
0.05
0.1
0.15
0.2
0.25
5 0 5 10 15 20Shear Strain (%)
Cyclic Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
1403337 Sample Number: BH15-13 Sa 5
KMC Westridge Terminal 162kPa, 0.30 CSR
Burnaby, BC 24.07-24.11
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 4, 2016 M. Sanin August 24, 2016
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-16Monotonic Direct Simple Shear tests (DSS) - 2015
23 December 2016Report No. 1403337-023-R-Rev0
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Peak Shear Strength (kPa)
Location: Burnaby, BC Depth (m): 12.25-12.29
Client: Trans Mountain Pipeline L.P. Lab ID No: 152
Project No.: 1403337 Sample Number: BH15-17 Sa 2
Project: KMC Westridge Terminal Test ID: 80kPa, Static 1%-hr
Sample Properties
Preparation Method Trim from Undisturbed Visual Description CLAYEY SILT; trace shells; grey; cohesive, w>PL; soft to firm
Height (mm) 23.47
General Remarks Equipment Description: GDS - Station 1Saturation @ 25kPa, ~200mL of water passed through sample. 113179
89612
30465
Area (cm2) 39.08 Fines Fraction (%) 91.3 Plastic Limit 30Diameter (mm) 70.54 Sand Fraction (%) 8.7 Liquid Limit 56
Volume (cm3) 91.72 Shear Strength est. (kPa) NUMBER
Specific Gravity (Measured) 2.57 Sensitivity N/A
Weight Volume Relationships
Initial Wet Mass (g) 145.98 Initial Water Content (%) 70.06
Dry Mass (g) 85.84 Initial Saturation (%) >100
Max Applied Vertical Stress (kPa) 80.07 Axial Strain at end of Consol. % 8.74
Vertical Stress at end of Consol (kPa) 79.89 Change in Height Hc (mm)
Initial wet (kN/m3) 15.61 Final Water Content (%) 61.96
Initial dry (kN/m3) 9.18 Final Saturation (%) >100
Consolidation
Effective Overburden Pressure (kPa) N/A Max. Axial Strain % 8.75
2.05
Initial Shear Stress (kPa) 0.15
Applied Shear Bias (kPa) 0.00
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 23.39
Initial Vertical Stress (kPa) 79.84
Direct Simple Shear Test Results
23.72
Laboratory OCR N/A
Excess Pore Pressure at Peak (kPa) 45.85
Comments / Special Instructions
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 20, 2016 M. Sanin August 24, 2016
Ratio of Peak / 'v 0.30
Rate of Shearing (%/hr) 1.00
Test Condition Undrained
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
July 20, 2016
2562
Load (kN) 0.0989 0.1955 0.3129
Axial Strain (%) 1.15 4.04 8.75
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
79.89
8.74
N/A
2.05
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 80
1403337 Sample Number: BH15-17 Sa 2
80kPa, Static 1%-hrKMC Westridge Terminal
Consolidation Summary
Burnaby, BC 12.25-12.29
152Trans Mountain Pipeline L.P.
0.00
0.50
1.00
1.50
2.00
2.500 500 1000 1500 2000 2500 3000 3500
Time (min)
01020304050
60708090
0 500 1000 1500 2000 2500 3000 3500Time (min)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 20, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-17 Sa 2
80kPa, Static 1%-hr
Burnaby, BC 12.25-12.29
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
0
5
10
15
20
25
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
0
5
10
15
20
25
30
35
40
45
50
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton July 20, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-17 Sa 2
80kPa, Static 1%-hr
Burnaby, BC 12.25-12.29
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
0
5
10
15
20
25
0 10 20 30 40 50 60 70 80 90Vertical Stress (kPa)
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
KMC Westridge Terminal
1403337 Sample Number: BH15-17 Sa 2
80kPa, Static 1%-hr
Burnaby, BC 12.25-12.29
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 20, 2016 M. Sanin August 24, 2016
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Peak Shear Strength (kPa)
Excess Pore Pressure at Peak (kPa) 63.36
Comments / Special Instructions
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 22, 2016 M. Sanin August 24, 2016
Ratio of Peak / 'v 0.24
Rate of Shearing (%/hr) 1.00
Test Condition Undrained
2.87
Initial Shear Stress (kPa) 0.05
Applied Shear Bias (kPa) 0.00
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 28.52
Initial Vertical Stress (kPa) 120.34
Direct Simple Shear Test Results
28.97
Laboratory OCR N/A
Max Applied Vertical Stress (kPa) 120.82 Axial Strain at end of Consol. % 12.18
Vertical Stress at end of Consol (kPa) 120.42 Change in Height Hc (mm)
Initial wet (kN/m3) 15.14 Final Water Content (%) 62.74
Initial dry (kN/m3) 8.71 Final Saturation (%) >100
Consolidation
Effective Overburden Pressure (kPa) N/A Max. Axial Strain % 12.18
Weight Volume Relationships
Initial Wet Mass (g) 145.98 Initial Water Content (%) 73.87
Dry Mass (g) 83.96 Initial Saturation (%) >100
Volume (cm3) 94.60 Shear Strength est. (kPa) NUMBER
Specific Gravity (Measured) 2.57 Sensitivity N/A
Area (cm2) 40.19 Fines Fraction (%) 91.3 Plastic Limit 30Diameter (mm) 71.53 Sand Fraction (%) 8.7 Liquid Limit 56
Sample Properties
Preparation Method Trim from Undisturbed Visual Description CLAYEY SILT; trace shells; some organics; grey; cohesive, w>PL; soft to firm
Height (mm) 23.54
General Remarks Equipment Description: GDS - Station 2Saturation @ 25kPa, ~250mL of water passed through sample. 11897
38408
158877
Location: Burnaby, BC Depth (m): 12.30-12.34
Client: Trans Mountain Pipeline L.P. Lab ID No: 152
Project No.: 1403337 Sample Number: BH15-17 Sa 2
Project: KMC Westridge Terminal Test ID: 120kPa, Static 1%-hr
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Consolidation Summary
Burnaby, BC 12.30-12.34
152Trans Mountain Pipeline L.P.
1403337 Sample Number: BH15-17 Sa 2
120kPa, Static 1%-hrKMC Westridge Terminal
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
120.42
12.18
N/A
2.87
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 120Load (kN) 0.1042 0.204 0.4855
Axial Strain (%) 0.64 2.26 12.18
Duration (min) 240 240 3440
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
July 22, 2016
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.500 500 1000 1500 2000 2500 3000 3500 4000 4500
Time (min)
0
20
40
60
80
100
120
1400 500 1000 1500 2000 2500 3000 3500 4000 4500
Time (min)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-17 Sa 2
120kPa, Static 1%-hr
Burnaby, BC 12.30-12.34
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 22, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
0
5
10
15
20
25
30
35
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
0
10
20
30
40
50
60
70
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-17 Sa 2
120kPa, Static 1%-hr
Burnaby, BC 12.30-12.34
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton July 22, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
0
5
10
15
20
25
30
35
0 20 40 60 80 100 120 140Vertical Stress (kPa)
0
0.05
0.1
0.15
0.2
0.25
0.3
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
KMC Westridge Terminal
1403337 Sample Number: BH15-17 Sa 2
120kPa, Static 1%-hr
Burnaby, BC 12.30-12.34
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 22, 2016 M. Sanin August 24, 2016
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Peak Shear Strength (kPa)
Excess Pore Pressure at Peak (kPa) 113.34
Comments / Special Instructions
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 6, 2016 M. Sanin August 24, 2016
Ratio of Peak / 'v 0.23
Rate of Shearing (%/hr) 1.00
Test Condition Undrained
2.12
Initial Shear Stress (kPa) 0.18
Applied Shear Bias (kPa) 0.00
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 37.76
Initial Vertical Stress (kPa) 179.83
Direct Simple Shear Test Results
41.63
Laboratory OCR N/A
Max Applied Vertical Stress (kPa) 180.11 Axial Strain at end of Consol. % 8.96
Vertical Stress at end of Consol (kPa) 179.88 Change in Height Hc (mm)
Initial wet (kN/m3) 17.54 Final Water Content (%) 39.46
Initial dry (kN/m3) 12.21 Final Saturation (%) >100
Consolidation
Effective Overburden Pressure (kPa) 120.00 Max. Axial Strain % 8.97
Weight Volume Relationships
Initial Wet Mass (g) 164.79 Initial Water Content (%) 43.66
Dry Mass (g) 114.71 Initial Saturation (%) >100
Volume (cm3) 92.19 Shear Strength est. (kPa) N/A
Specific Gravity (Measured) 2.70 Sensitivity N/A
Area (cm2) 39.01 Fines Fraction (%) 91.37 Plastic Limit 23Diameter (mm) 70.48 Sand Fraction (%) 8.63 Liquid Limit 50
Sample Properties
Preparation Method Trim from Undisturbed Visual Description CLAYEY SILT; trace shells; grey; cohesive, w>PL; soft to firm
Height (mm) 23.63
General Remarks Equipment Description: GDS - Station 1113179
89612
30465
Location: Burnaby, BC Depth (m): 18.46-18.52
Client: Trans Mountain Pipeline L.P. Lab ID No: 152
Project No.: 1403337 Sample Number: BH15-17B Sa 3
Project: KMC Westridge Terminal Test ID: 180kPa, Static 1%-hr
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Consolidation Summary
Burnaby, BC 18.46-18.52
152Trans Mountain Pipeline L.P.
1403337 Sample Number: BH15-17B Sa 3
180kPa, Static 1%-hrKMC Westridge Terminal
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
179.88
8.96
N/A
2.12
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 100 180
8.97
Load (kN) 0.098 0.1955 0.3905 0.7027
Axial Strain (%) 0.87 2.22 4.78
Duration (min) 240 240 240 2330
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
July 6, 2016
0.00
0.50
1.00
1.50
2.00
2.500 500 1000 1500 2000 2500 3000 3500
Time (min)
020406080
100120140160180200
0 500 1000 1500 2000 2500 3000 3500Time (min)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-17B Sa 3
180kPa, Static 1%-hr
Burnaby, BC 18.46-18.52
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 6, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
0
20
40
60
80
100
120
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-17B Sa 3
180kPa, Static 1%-hr
Burnaby, BC 18.46-18.52
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton July 6, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
0
5
10
15
20
25
30
35
40
45
50
0 20 40 60 80 100 120 140 160 180 200Vertical Stress (kPa)
0
0.05
0.1
0.15
0.2
0.25
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
KMC Westridge Terminal
1403337 Sample Number: BH15-17B Sa 3
180kPa, Static 1%-hr
Burnaby, BC 18.46-18.52
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 6, 2016 M. Sanin August 24, 2016
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Peak Shear Strength (kPa)
Location: Burnaby, BC Depth (m): 24.37-24.41
Client: Trans Mountain Pipeline L.P. Lab ID No: 152
Project No.: 1403337 Sample Number: BH15-17B Sa 4
Project: KMC Westridge Terminal Test ID: 245kPa, Static 1%-hr
Sample Properties
Preparation Method Trim from Undisturbed Visual Description CLAYEY SILT; trace shells; some organics; grey; cohesive, w>PL; soft to firm
Height (mm) 23.56
General Remarks Equipment Description: GDS - Station 1Saturation @ 25kPa, ~150mL of water passed through sample. 113179
89612
30465
Area (cm2) 39.06 Fines Fraction (%) 96.2 Plastic Limit 27Diameter (mm) 70.52 Sand Fraction (%) 3.8 Liquid Limit 44
Volume (cm3) 92.02 Shear Strength est. (kPa) N/A
Specific Gravity (Measured) 2.67 Sensitivity N/A
Weight Volume Relationships
Initial Wet Mass (g) 159.74 Initial Water Content (%) 51.44
Dry Mass (g) 105.48 Initial Saturation (%) >100
Max Applied Vertical Stress (kPa) 245.20 Axial Strain at end of Consol. % 11.16
Vertical Stress at end of Consol (kPa) 244.89 Change in Height Hc (mm)
Initial wet (kN/m3) 17.03 Final Water Content (%) 43.57
Initial dry (kN/m3) 11.24 Final Saturation (%) >100
Consolidation
Effective Overburden Pressure (kPa) N/A Max. Axial Strain % 11.16
2.63
Initial Shear Stress (kPa) 0.05
Applied Shear Bias (kPa) 0.00
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 49.44
Initial Vertical Stress (kPa) 244.84
Direct Simple Shear Test Results
53.84
Laboratory OCR N/A
Excess Pore Pressure at Peak (kPa) 158.58
Comments / Special Instructions
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 26, 2016 M. Sanin August 24, 2016
Ratio of Peak / 'v 0.22
Rate of Shearing (%/hr) 1.00
Test Condition Undrained
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
July 26, 2016
240 194811.16
Load (kN) 0.0977 0.1955 0.3909 0.9577
Axial Strain (%) 0.59 1.41 3.32
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
244.89
11.16
N/A
2.63
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 100 245
1403337 Sample Number: BH15-17B Sa 4
245kPa, Static 1%-hrKMC Westridge Terminal
Consolidation Summary
Burnaby, BC 24.37-24.41
152Trans Mountain Pipeline L.P.
0.00
0.50
1.00
1.50
2.00
2.50
3.000 500 1000 1500 2000 2500 3000
Time (min)
0
50
100
150
200
250
3000 500 1000 1500 2000 2500 3000
Time (min)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 26, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-17B Sa 4
245kPa, Static 1%-hr
Burnaby, BC 24.37-24.41
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
0
10
20
30
40
50
60
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
0
20
40
60
80
100
120
140
160
180
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton July 26, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-17B Sa 4
245kPa, Static 1%-hr
Burnaby, BC 24.37-24.41
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
0
10
20
30
40
50
60
0 50 100 150 200 250 300Vertical Stress (kPa)
0
0.05
0.1
0.15
0.2
0.25
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
KMC Westridge Terminal
1403337 Sample Number: BH15-17B Sa 4
245kPa, Static 1%-hr
Burnaby, BC 24.37-24.41
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 26, 2016 M. Sanin August 24, 2016
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Peak Shear Strength (kPa)
Excess Pore Pressure at Peak (kPa) 183.42
Comments / Special Instructions
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton 15/7/2016 M. Sanin August 24, 2016
Ratio of Peak / 'v 0.23
Rate of Shearing (%/hr) 1.00
Test Condition Undrained
3.10
Initial Shear Stress (kPa) 0.23
Applied Shear Bias (kPa) 0.00
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 67.15
Initial Vertical Stress (kPa) 304.86
Direct Simple Shear Test Results
71.59
Laboratory OCR N/A
Max Applied Vertical Stress (kPa) 305.22 Axial Strain at end of Consol. % 13.11
Vertical Stress at end of Consol (kPa) 304.86 Change in Height Hc (mm)
Initial wet (kN/m3) 16.20 Final Water Content (%) 53.03
Initial dry (kN/m3) 9.97 Final Saturation (%) >100
Consolidation
Effective Overburden Pressure (kPa) N/A Max. Axial Strain % 13.12
Weight Volume Relationships
Initial Wet Mass (g) 152.06 Initial Water Content (%) 62.44
Dry Mass (g) 93.61 Initial Saturation (%) >100
Volume (cm3) 92.10 Shear Strength est. (kPa) N/A
Specific Gravity (Measured) 2.66 Sensitivity N/A
Area (cm2) 38.96 Fines Fraction (%) 98.62 Plastic Limit 32Diameter (mm) 70.43 Sand Fraction (%) 1.38 Liquid Limit 59
Sample Properties
Preparation Method Trim from Undisturbed Visual Description CLAYEY SILT; trace shells; grey; cohesive, w>PL; soft to firm
Height (mm) 23.64
General Remarks Equipment Description: GDS - Station 1Saturation @ 25kPa, ~300mL of water passed through sample. 113179
89612
30465
Location: Burnaby, BC Depth (m): 31.06-31.16
Client: Trans Mountain Pipeline L.P. Lab ID No: 152
Project No.: 1403337 Sample Number: BH15-17B Sa 5
Project: KMC Westridge Terminal Test ID: 305kPa, Static 1%-hr
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Consolidation Summary
Burnaby, BC 31.06-31.16
152Trans Mountain Pipeline L.P.
1403337 Sample Number: BH15-17B Sa 5
305kPa, Static 1%-hrKMC Westridge Terminal
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
304.86
13.11
N/A
3.10
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 100 250
9.19 13.12
Load (kN) 0.0975 0.195 0.3896 0.9744
Axial Strain (%) 0.63 1.58 3.09
Duration (min) 240 240
3051.1891
240 240 2964
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
15/7/2016
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.500 500 1000 1500 2000 2500 3000 3500 4000 4500
Time (min)
0
50
100
150
200
250
300
3500 500 1000 1500 2000 2500 3000 3500 4000 4500
Time (min)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-17B Sa 5
305kPa, Static 1%-hr
Burnaby, BC 31.06-31.16
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton 15/7/2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
0
10
20
30
40
50
60
70
80
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
0
20
40
60
80
100
120
140
160
180
200
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
1403337 Sample Number: BH15-17B Sa 5
305kPa, Static 1%-hr
Burnaby, BC 31.06-31.16
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton 15/7/2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
0
10
20
30
40
50
60
70
80
0 50 100 150 200 250 300 350Vertical Stress (kPa)
0
0.05
0.1
0.15
0.2
0.25
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
KMC Westridge Terminal
1403337 Sample Number: BH15-17B Sa 5
305kPa, Static 1%-hr
Burnaby, BC 31.06-31.16
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton 15/7/2016 M. Sanin August 24, 2016
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Peak Shear Strength (kPa)
Location: Burnaby, BC Depth (m): 35.25-35.28
Client: Trans Mountain Pipeline L.P. Lab ID No: 152
Project No.: 1403337 Sample Number: BH15-17B Sa 6
Project: KMC Westridge Terminal Test ID: 350kPa, Static 1%-hr
Sample Properties
Preparation Method Trim from Undisturbed Visual Description SILTY CLAY; trace shells; grey; cohesive, w>PL; soft to firm
Height (mm) 23.40
General Remarks Equipment Description: GDS - Station 1Saturation @ 25kPa, ~400mL of water passed through sample. 113179
89612
30465
Area (cm2) 39.05 Fines Fraction (%) 98.98 Plastic Limit 25Diameter (mm) 70.51 Sand Fraction (%) 1.02 Liquid Limit 47
Volume (cm3) 91.37 Shear Strength est. (kPa) N/A
Specific Gravity (Measured) 2.70 Sensitivity N/A
Weight Volume Relationships
Initial Wet Mass (g) 158.12 Initial Water Content (%) 51.98
Dry Mass (g) 104.04 Initial Saturation (%) >100
Max Applied Vertical Stress (kPa) 350.19 Axial Strain at end of Consol. % 13.26
Vertical Stress at end of Consol (kPa) 349.91 Change in Height Hc (mm)
Initial wet (kN/m3) 16.98 Final Water Content (%) 43.97
Initial dry (kN/m3) 11.17 Final Saturation (%) >100
Consolidation
Effective Overburden Pressure (kPa) 235.00 Max. Axial Strain % 13.27
3.10
Initial Shear Stress (kPa) -0.23
Applied Shear Bias (kPa) 0.00
Maximum Shear Strain MAX (%) 19.99
Shear Strength at MAX (kPa) 65.23
Initial Vertical Stress (kPa) 349.86
Direct Simple Shear Test Results
74.29
Laboratory OCR N/A
Excess Pore Pressure at Peak (kPa) 229.08
Comments / Special Instructions
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 11, 2016 M. Sanin August 24, 2016
Ratio of Peak / 'v 0.21
Rate of Shearing (%/hr) 1.00
Test Condition Undrained
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
July 11, 2016
240 240 3237
3501.3674
8.16 13.27
Load (kN) 0.0975 0.1955 0.3905 0.9765
Axial Strain (%) 0.50 1.29 2.81
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
349.91
13.26
N/A
3.10
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 100 250
1403337 Sample Number: BH15-17B Sa 6
350kPa, Static 1%-hrKMC Westridge Terminal
Consolidation Summary
Burnaby, BC 35.25-35.28
152Trans Mountain Pipeline L.P.
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.500 500 1000 1500 2000 2500 3000 3500 4000 4500
Time (min)
0
50
100
150
200
250
300
350
4000 500 1000 1500 2000 2500 3000 3500 4000 4500
Time (min)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 11, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-17B Sa 6
350kPa, Static 1%-hr
Burnaby, BC 35.25-35.28
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
0
10
20
30
40
50
60
70
80
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
0
50
100
150
200
250
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton July 11, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-17B Sa 6
350kPa, Static 1%-hr
Burnaby, BC 35.25-35.28
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
0
10
20
30
40
50
60
70
80
0 50 100 150 200 250 300 350 400Vertical Stress (kPa)
0
0.05
0.1
0.15
0.2
0.25
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
KMC Westridge Terminal
1403337 Sample Number: BH15-17B Sa 6
350kPa, Static 1%-hr
Burnaby, BC 35.25-35.28
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 11, 2016 M. Sanin August 24, 2016
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001
Vertical LVDT Serial No.:Vertical Load Cell Serial No.:Shear Load Cell Serial No.:
Peak Shear Strength (kPa)
Location: Burnaby, BC Depth (m): 35.29-35.33
Client: Trans Mountain Pipeline L.P. Lab ID No: 152
Project No.: 1403337 Sample Number: BH15-17B Sa 6
Project: KMC Westridge Terminal Test ID: 235kPa, Static 1%-hr
Sample Properties
Preparation Method Trim from Undisturbed Visual Description SILTY CLAY; trace shells; grey; cohesive, w>PL; soft to firm
Height (mm) 22.87
General Remarks Equipment Description: GDS - Station 2Saturation @ 25kPa, ~450mL of water passed through sample. 11897
38408
158877
Area (cm2) 38.99 Fines Fraction (%) 98.98 Plastic Limit 25Diameter (mm) 70.46 Sand Fraction (%) 1.02 Liquid Limit 47
Volume (cm3) 89.17 Shear Strength est. (kPa) N/A
Specific Gravity (Measured) 2.70 Sensitivity N/A
Weight Volume Relationships
Initial Wet Mass (g) 155.56 Initial Water Content (%) 51.38
Dry Mass (g) 102.76 Initial Saturation (%) >100
Max Applied Vertical Stress (kPa) 235.92 Axial Strain at end of Consol. % 9.25
Vertical Stress at end of Consol (kPa) 235.43 Change in Height Hc (mm)
Initial wet (kN/m3) 17.11 Final Water Content (%) 47.74
Initial dry (kN/m3) 11.30 Final Saturation (%) >100
Consolidation
Effective Overburden Pressure (kPa) 235.00 Max. Axial Strain % 9.25
2.11
Initial Shear Stress (kPa) 0.00
Applied Shear Bias (kPa) 0.00
Maximum Shear Strain MAX (%) 20.00
Shear Strength at MAX (kPa) 46.27
Initial Vertical Stress (kPa) 235.43
Direct Simple Shear Test Results
52.42
Laboratory OCR N/A
Excess Pore Pressure at Peak (kPa) 160.52
Comments / Special Instructions
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 13, 2016 M. Sanin August 24, 2016
Ratio of Peak / 'v 0.22
Rate of Shearing (%/hr) 1.00
Test Condition Undrained
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton August 24, 2016
TESTED BY DATE
M. Sanin
CHECKED BY
July 13, 2016
240 22889.25
Load (kN) 0.1008 0.1981 0.3934 0.9199
Axial Strain (%) 1.06 2.18 3.55
Duration (min) 240 240
Increment (kPa) 25
Stress at end of Consolidation (kPa)
Axial Strain at end of Consolidation (%)
OCR
Change in Height Hc (mm)
235.43
9.25
N/A
2.11
CommentsVolumetric strains during consolidation may not be comparable to those measured in an oedometer test due to seating of the platens and possible lateral sample deformation during loading.
50 100 235
1403337 Sample Number: BH15-17B Sa 6
235kPa, Static 1%-hrKMC Westridge Terminal
Consolidation Summary
Burnaby, BC 35.29-35.33
152Trans Mountain Pipeline L.P.
0.00
0.50
1.00
1.50
2.00
2.500 500 1000 1500 2000 2500 3000 3500
Time (min)
0
50
100
150
200
2500 500 1000 1500 2000 2500 3000 3500
Time (min)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 13, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
1403337 Sample Number: BH15-17B Sa 6
235kPa, Static 1%-hr
Burnaby, BC 35.29-35.33
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
0
10
20
30
40
50
60
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
0
20
40
60
80
100
120
140
160
180
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
G. Patton July 13, 2016 M. Sanin August 24, 2016
TESTED BY DATE CHECKED BY DATE
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
1403337 Sample Number: BH15-17B Sa 6
235kPa, Static 1%-hr
Burnaby, BC 35.29-35.33
152Trans Mountain Pipeline L.P.
KMC Westridge Terminal
0
10
20
30
40
50
60
0 50 100 150 200 250Vertical Stress (kPa)
0
0.05
0.1
0.15
0.2
0.25
0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)
Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions
NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
KMC Westridge Terminal
1403337 Sample Number: BH15-17B Sa 6
235kPa, Static 1%-hr
Burnaby, BC 35.29-35.33
Trans Mountain Pipeline L.P. 152
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
G. Patton July 13, 2016 M. Sanin August 24, 2016
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-17Unit Weight Tests - 2015
23 December 2016Report No. 1403337-023-R-Rev0
Project No.:Project: Sample:Location: Depth (m):Client: Lab ID No:
Unit WeightL 0.15498 m wet 1699Sample Properties Density
wet 16.66
W1 W2 W3Weight of Tube (g) 442.70 Container Number A
1522.20
TESTED BY DATE CHECKED BY DATE
MM/CS July 6, 2016 LH July 29, 2016
Trial Number
Westridge Marine Terminal 5
Burnaby, BC 31.01 - 31.16
Trans Mountain Pipeline L.P. 152
Wet Weights Water Content DeterminationWet Weight of Sample + Tube (g)
dry 10.97 kN/m3kg/m3
Laboratory Determination of Density (Unit Weight) of Soil Specimens (Method B) ReferenceASTM D7263
1403337/13000 Borehole: BH15-17B
kN/m3
0.07225 m dry 1118 kg/m3
%V 0.00064 m3
Wet Weight of Sample (g)
A 0.00410 m2 w 51.94
1079.50 Wet Soil + Tare (g) 135.85
Sample Condition Intact Dry Soil + Tare (g) 94.41
Mass of Dry Soil (g) 79.79 W (%) 51.94
Soil Classification - Visual Description Mass of Water (g) 41.44 CLAYEY SILT, trace shells, grey, w > PL, soft to firm Mass of Container (g) 14.62
Z1 0.16 cm 1 7.32 cm X =Tube Length Y = Top Void Length Z = Bottom Void Length = Tube Diameter
X1 15.62 cm Y1 0.00 cm
cmX2 15.59 cm Y2 0.00 cm Z2 0.00 cm cmX3 15.55 cm Y3 0.00 cm Z3 0.10 cm
0.04 cm
2 7.123 7.194 7.27 cm
Test Results
Sample Properties
X4 15.53 cm Y4 0.00 cm Z4
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Z Y
L = X - Y - Z
X
Project No.:Project: Sample:Location: Depth (m):Client: Lab ID No:
Unit WeightL 0.28303 m wet 1739Sample Properties Density
wet 17.06
W1 W2 W3Weight of Tube (g) 832.10 Container Number A B
2830.70
TESTED BY DATE CHECKED BY DATE
MM/CS July 11, 2016 LH July 29, 2016
Trial Number
Westridge Marine Terminal 6
Burnaby, BC 35.29 - 35.59
Trans Mountain Pipeline L.P. 152
Wet Weights Water Content DeterminationWet Weight of Sample + Tube (g)
dry 11.42 kN/m3kg/m3
Laboratory Determination of Density (Unit Weight) of Soil Specimens (Method B) ReferenceASTM D7263
1403337/13000 Borehole: BH15-17B
kN/m3
0.07190 m dry 1164 kg/m3
%V 0.00115 m3
Wet Weight of Sample (g)
A 0.00406 m2 w 49.41
1998.60 Wet Soil + Tare (g) 130.62 121.26
Sample Condition Intact Dry Soil + Tare (g) 92.96 85.51
Mass of Dry Soil (g) 77.96 70.77 W (%) 48.31 50.52
Soil Classification - Visual Description Mass of Water (g) 37.66 35.75 SILTY CLAY, trace shells, dark grey, w > PL, firm Mass of Container (g) 15.00 14.74
Z1 1.06 cm 1 7.19 cm X =Tube Length Y = Top Void Length Z = Bottom Void Length = Tube Diameter
X1 29.50 cm Y1 0.00 cm
cmX2 29.50 cm Y2 0.00 cm Z2 0.95 cm cmX3 29.40 cm Y3 0.00 cm Z3 1.38 cm
1.30 cm
2 7.233 7.164 7.18 cm
Test Results
Sample Properties
X4 29.50 cm Y4 0.00 cm Z4
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Z Y
L = X - Y - Z
X
Project No.:Project: Sample:Location: Depth (m):Client: Lab ID No:
cm
Test Results
Sample Properties
X4 47.60 cm Y4 0.00 cm Z4 0.00 cm
2 7.153 7.184 7.19
cmX3 47.40 cm Y3 0.00 cm Z3 0.02 cm cmX2 48.00 cm Y2 0.00 cm Z2 0.01 cm
X =Tube Length Y = Top Void Length Z = Bottom Void Length = Tube DiameterX1 47.80 cm Y1 0.00 cm Z1 0.02 cm 1 7.14 cm
Soil Classification - Visual Description Mass of Water (g) 11.82 15.29 52.01SILTY CLAY, dark grey, w > PL, firm Mass of Container (g) 14.78 14.64 15.15
Mass of Dry Soil (g) 23.03 26.83 83.85 W (%) 51.32 56.99 62.03
3294.70 Wet Soil + Tare (g) 49.63 56.76 151.01
Sample Condition Intact Dry Soil + Tare (g) 37.81 41.47 99.00
Wet Weight of Sample (g)
A 0.00403 m2 w 56.78 %V 0.00192 m3
kN/m3
0.07165 m dry 1093 kg/m3
Laboratory Determination of Density (Unit Weight) of Soil Specimens (Method B) ReferenceASTM D7263
1403337/13000 Borehole: BH15-17B
Wet Weights Water Content DeterminationWet Weight of Sample + Tube (g)
dry 10.72 kN/m3kg/m3
Trial Number
Westridge Marine Terminal 7
Burnaby, BC 41.11 - 41.59
Trans Mountain Pipeline L.P. 152
TESTED BY DATE CHECKED BY DATE
MM/CS July 6, 2016 LH July 29, 2016
W1 W2 W3Weight of Tube (g) 1359.10 Container Number A B C
4653.80
Unit WeightL 0.47688 m wet 1714Sample Properties Density
wet 16.80
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Z Y
L = X - Y - Z
X
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-18Specific Gravity tests - 2015
23 December 2016Report No. 1403337-023-R-Rev0
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
TESTED BY DATE CHECKED BY DATE
OA August 18, 2016 LH
Mass of Tare (g) 182.29 185.27
August 25, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.67 2.66
Mass of Flask + Water (g) M w,t 338.92 338.76
Tare Number 7d 8d
Mass of Tare + Dry Soil (g) 217.9 220.69
Flask Number G H
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 89.67 89.46
361.17 360.89
Mass of Oven Dry Soil (g) MS 35.61 35.42
Temperature Coefficient K 1.00 1.00
Gt
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water Pycnometer ReferenceASTM D854 -14
1403337 Phase 13000 Borehole: BH15-03
Westridge Marine Terminal 5
Burnaby, BC 18.36-18.47
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
19.9 19.9
Mass of Flask + Dry Soil (g) 125.45 125.18
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:SILTY CLAY, trace shells, grey, w > PL, soft to firm
100.00
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.67 2.66
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.66
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
TESTED BY DATE CHECKED BY DATE
OA July 25, 2016 LH
Mass of Tare (g) 182.45 185.25
August 5, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.65 2.63
Mass of Flask + Water (g) M w,t 338.80 338.68
Tare Number 7d 8d
Mass of Tare + Dry Soil (g) 217.7 220.43
Flask Number G H
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 89.67 89.46
360.75 360.47
Mass of Oven Dry Soil (g) MS 35.25 35.18
Temperature Coefficient K 1.00 1.00
Gt
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water Pycnometer ReferenceASTM D854 -14
1403337 Phase 13000 Borehole: BH15-13
Westridge Marine Terminal 3
Burnaby, BC 13.36 - 13.97
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
21.4 21.4
Mass of Flask + Dry Soil (g) 124.93 124.67
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:CLAYEY SILT, trace shells, grey, w > PL, soft to firm
100.00
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.65 2.63
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.64
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mmMass of Sample in Water (g)
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.70 2.68
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.69
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
19.8 19.8
Mass of Flask + Dry Soil (g) 125.36 125.01
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:SILTY CLAY, some shells, dark grey, w>PL, soft to firm.
100.00
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water Pycnometer ReferenceASTM D854 -14
1403337 Phase 13000 Borehole: BH15-13
Westridge Marine Terminal 5
Burnaby, BC 24.08-24.69
Flask Number G H
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 89.68 89.46
361.29 360.96
Mass of Oven Dry Soil (g) MS 35.5 35.37
Temperature Coefficient K 1.00 1.00
Gt
Mass of Flask + Water (g) M w,t 338.93 338.77
Tare Number 7d 8d
Mass of Tare + Dry Soil (g) 217.94 220.65
TESTED BY DATE CHECKED BY DATE
OA August 11, 2016 LH
Mass of Tare (g) 182.44 185.28
August 25, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.70 2.68
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.69 2.69
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.69
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
19.8 19.8
Mass of Flask + Dry Soil (g) 126.72 126.94
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:CLAYEY SILT, some shells, grey, w>PL, firm.
100.00
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water Pycnometer ReferenceASTM D854 -14
1403337 Phase 13000 Borehole: BH15-13
Westridge Marine Terminal 6
Burnaby, BC 28.78-29.39
Flask Number I J
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 91.07 91.23
362.59 362.72
Mass of Oven Dry Soil (g) MS 35.28 35.42
Temperature Coefficient K 1.00 1.00
Gt
Mass of Flask + Water (g) M w,t 340.45 340.47
Tare Number 9D 10d
Mass of Tare + Dry Soil (g) 223.48 219.03
TESTED BY DATE CHECKED BY DATE
OA August 11, 2016 LH
Mass of Tare (g) 188.2 183.61
August 25, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.69 2.69
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
TESTED BY DATE CHECKED BY DATE
OA July 25, 2016 LH
Mass of Tare (g) 188.04 183.53
August 5, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.58 2.57
Mass of Flask + Water (g) M w,t 340.35 340.39
Tare Number 9d 10d
Mass of Tare + Dry Soil (g) 223.15 218.63
Flask Number I J
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 91.08 91.25
361.84 361.83
Mass of Oven Dry Soil (g) MS 35.11 35.1
Temperature Coefficient K 1.00 1.00
Gt
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water PycnometerReference
ASTM D854 -14
1403337 Phase 13000 Borehole: BH15-17
Westridge Marine Terminal 2
Burnaby, BC 12.19 - 12.80
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
21.4 21.4
Mass of Flask + Dry Soil (g) 126.22 126.41
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:CLAYEY SILT, trace shells, grey, w > PL, soft
100.00
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.58 2.57
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.57
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.70 2.69
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.70
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
19.7 19.7
Mass of Flask + Dry Soil (g) 125.87 125.85
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:CLAYEY SILT, trace shells, grey/green, w > PL, soft to firm
100.00
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water PycnometerReference
ASTM D854 -14
1403337 Phase 13000 Borehole: BH15-17B
Westridge Marine Terminal 3
Burnaby, BC 18.47 - 19.08
Flask Number E F
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 90.52 90.38
361.74 361.74
Mass of Oven Dry Soil (g) MS 34.9 35.19
Temperature Coefficient K 1.00 1.00
Gt
Mass of Flask + Water (g) M w,t 339.78 339.62
Tare Number 5d 6d
Mass of Tare + Dry Soil (g) 218.51 216.68
TESTED BY DATE CHECKED BY DATE
OA July 11, 2016 LH
Mass of Tare (g) 183.61 181.49
August 5, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.70 2.69
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
TESTED BY DATE CHECKED BY DATE
OA/DC August 2, 2016 LH
Mass of Tare (g) 183.86 185.41
August 5, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.67 2.67
Mass of Flask + Water (g) M w,t 339.62 339.46
Tare Number j8 kc1
Mass of Tare + Dry Soil (g) 219.19 220.74
Flask Number E F
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 90.53 90.35
361.73 361.57
Mass of Oven Dry Soil (g) MS 35.33 35.33
Temperature Coefficient K 1.00 1.00
Gt
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water PycnometerReference
ASTM D854 -14
1403337 Phase 13000 Borehole: BH15-17B
Westridge Marine Terminal 4
Burnaby, BC 24.28-24.89
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
22.3 22.3
Mass of Flask + Dry Soil (g) 125.99 125.54
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:SILTY CLAY, some shells, trace organics, grey, w>PL, soft to firm.
100.00
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.67 2.67
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.67
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
TESTED BY DATE CHECKED BY DATE
OA July 19, 2016 LH
Mass of Tare (g) 183.6 181.52
August 5, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.66 2.66
Mass of Flask + Water (g) M w,t 339.71 339.55
Tare Number 5d 6d
Mass of Tare + Dry Soil (g) 218.03 214.93
Flask Number E F
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 90.53 90.35
361.19 360.41
Mass of Oven Dry Soil (g) MS 34.43 33.41
Temperature Coefficient K 1.00 1.00
Gt
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water PycnometerReference
ASTM D854 -14
1403337 Phase 13000 Borehole: BH15-17B
Westridge Marine Terminal 5
Burnaby, BC 30.68 - 31.29
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
20.8 20.8
Mass of Flask + Dry Soil (g) 125.22 124.03
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:CLAYEY SILT, trace shells, grey, w > PL, soft to firm
100.00
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.66 2.66
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.66
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
TESTED BY DATE CHECKED BY DATE
OA July 13, 2016 LH
Mass of Tare (g) 183.6 181.49
August 5, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.70 2.71
Mass of Flask + Water (g) M w,t 339.68 339.52
Tare Number 5d 6d
Mass of Tare + Dry Soil (g) 219.28 217.3
Flask Number E F
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 90.53 90.32
362.15 362.1
Mass of Oven Dry Soil (g) MS 35.68 35.81
Temperature Coefficient K 1.00 1.00
Gt
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water PycnometerReference
ASTM D854 -14
1403337 Phase 13000 Borehole: BH15-17B
Westridge Marine Terminal 6
Burnaby, BC 35.07 - 35.69
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
21.4 21.4
Mass of Flask + Dry Soil (g) 125.98 125.88
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:SILTY CLAY, trace shells, dark grey, w > PL, firm
100.00
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.70 2.71
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.70
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.70 2.69
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.70
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
19.7 19.7
Mass of Flask + Dry Soil (g) 125.12 124.59
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:SILTY CLAY, dark grey, w > PL, firm
100.00
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water PycnometerReference
ASTM D854 -14
1403337 Phase 13000 Borehole: BH15-17B
Westridge Marine Terminal 7
Burnaby, BC 41.05 - 41.66
Flask Number G H
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 89.67 89.46
360.77 360.28
Mass of Oven Dry Soil (g) MS 34.66 34.23
Temperature Coefficient K 1.00 1.00
Gt
Mass of Flask + Water (g) M w,t 338.94 338.78
Tare Number 7d 8d
Mass of Tare + Dry Soil (g) 217.12 219.48
TESTED BY DATE CHECKED BY DATE
OA July 11, 2016 LH
Mass of Tare (g) 182.46 185.25
August 5, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.70 2.69
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
TESTED BY DATE CHECKED BY DATE
OA July 12, 2016 LH
Mass of Tare (g) 188.02 183.48
August 5, 2016
Corrected Specific Gravity to 20°C G20ºC
Bulk G (SSD) GSSD
Apparent
Specific Gravity of Coarse Fraction (ASTM C 127-12)
2.70 2.70
Mass of Flask + Water (g) M w,t 340.28 340.33
Tare Number 9d 10d
Mass of Tare + Dry Soil (g) 224.56 219.79
Flask Number I J
Specific Gravity at Test Temperature
Air Removal Method M p Hot Plate Hot Plate
Mass of Flask (g) 91.08 91.25
363.3 363.21
Mass of Oven Dry Soil (g) MS 36.54 36.31
Temperature Coefficient K 1.00 1.00
Gt
Trial 1 Trial 2
Specific Gravity of Soil Solids By Water PycnometerReference
ASTM D854 -14
1403337 Phase 13000 Borehole: BH15-18B
Westridge Marine Terminal 3
Burnaby, BC 35.13 - 35.79
GAbsorption (%)
Excluded Material Description
No excluded material
Trans Mountain Pipeline L.P. 152
22.4 22.4
Mass of Flask + Dry Soil (g) 127.78 127.74
Mass of Flask + Soil + Water (g) M ws,t
Specific Gravity of Fine Fraction Method B - Oven Dried Samples
% Passing 4.75mm
Test Temperature (°C) Tt
Visual Description:CLAYEY SILT, some sand/sandlayers, grey, w > PL, firm
100.00
A
Bulk G (Oven Dry) GOD
Specific Gravity at 20ºC G20ºC 2.70 2.70
COMBINED SPECIFIC GRAVITY Gavg @20ºC
AVERAGE SPECIFIC GRAVITY OF TRIALS 2.70
Mass of Sample @ SSD (g)Mass of Oven Dry Sample (g)
Percentage Retained on 4.75mm
Mass of Sample in Water (g)
Golder Associates Ltd. - Burnaby Lab#300 - 3811 North Fraser WayBurnaby, B.C. Canada V5J 5J2
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX F-19Uniaxial Compression (UCS) Tests (on rock core samples) - 2015
23 December 2016Report No. 1403337-023-R-Rev0
Uniaxial Compressive Strength of Intact Rock Core Specimens (Method C)
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
Max Load (kN) (mm)(mm)
u (MPa) (cm²)
(cm³)
Pace Rate (kN/s) (g)
Moisture Content (%)Lithology (kg/m³)
(kg/m³)
- Water content as receivedType: Mode:
(1) Simple ExtensionDegrees:* (2) Multiple Extension
(3) Multiple Fracturing* Degrees measured with respect to core axis. (4) Multiple Shear
(5) Single Shear(6) Spalling
(7) Other
13.58
4.9
N/A
Not Provided12.892258
VolumeMass
Wet Density
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
BEFORE TEST
AFTER TEST
2000
Failure Mode Notes
3
N/A
Comments
Dry Density
The impact of any pre-existing feature on the test results will be noted in the comments, if applicable.
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
Testing Results Sample Measurements
59.46125.1127.77
E. Kostyukov / G. Patton April 27, 2016 L. Perrey April 28, 2016
TESTED BY DATE CHECKED BY DATE
135
ASTM D70121403337 Borehole: SH15-03a
Westridge Terminal - Supplementary Investigation 1
Burnaby, BC 35.79-35.97
TransMountain LP Ltd.
347.40784.50
DiameterHeightArea
Uniaxial Compressive Strength of Intact Rock Core Specimens (Method C)
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
Max Load (kN) (mm)(mm)
u (MPa) (cm²)
(cm³)
Pace Rate (kN/s) (g)
Moisture Content (%)Lithology (kg/m³)
(kg/m³)
- Water content as receivedType: Mode:
(1) Simple ExtensionDegrees:* (2) Multiple Extension
(3) Multiple Fracturing* Degrees measured with respect to core axis. (4) Multiple Shear
(5) Single Shear(6) Spalling
(7) Other
The impact of any pre-existing feature on the test results will be noted in the comments, if applicable.
Comments
AFTER TEST
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
E. Kostyukov / G. Patton April 27, 2016 L. Perrey April 28, 2016
125.2814.8 28.37
355.40
N/A 838.10
BEFORE TEST
Wet Density Dry Density
3/5
37
Not Provided 23582118
Failure Mode Notes
135
Testing Results Sample Measurements
41.99 60.10
ASTM D70121403337 Borehole: SH15-03a
Westridge Terminal - Supplementary Investigation 3
Burnaby, BC 39.07-39.29
TransMountain LP Ltd.
DiameterHeightArea
VolumeMass
11.31
Uniaxial Compressive Strength of Intact Rock Core Specimens (Method C)
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
Max Load (kN) (mm)(mm)
u (MPa) (cm²)
(cm³)
Pace Rate (kN/s) (g)
Moisture Content (%)Lithology (kg/m³)
(kg/m³)
- Water content as receivedType: Mode:
(1) Simple ExtensionDegrees:* (2) Multiple Extension
(3) Multiple Fracturing* Degrees measured with respect to core axis. (4) Multiple Shear
(5) Single Shear(6) Spalling
(7) Other
The impact of any pre-existing feature on the test results will be noted in the comments, if applicable.
Comments
AFTER TEST
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
E. Kostyukov / G. Patton April 27, 2016 L. Perrey April 28, 2016
125.438.9 28.49
357.37
N/A 868.00
BEFORE TEST
Wet Density Dry Density
3
N/A
Not Provided 24292257
Failure Mode Notes
135
Testing Results Sample Measurements
25.41 60.23
ASTM D70121403337 Borehole: SH15-03a
Westridge Terminal - Supplementary Investigation 4
Burnaby, BC 39.87-40.00
TransMountain LP Ltd.
DiameterHeightArea
VolumeMass
7.64
Uniaxial Compressive Strength of Intact Rock Core Specimens (Method C)
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
Max Load (kN) (mm)(mm)
u (MPa) (cm²)
(cm³)
Pace Rate (kN/s) (g)
Moisture Content (%)Lithology (kg/m³)
(kg/m³)
- Water content as receivedType: Mode:
(1) Simple ExtensionDegrees:* (2) Multiple Extension
(3) Multiple Fracturing* Degrees measured with respect to core axis. (4) Multiple Shear
(5) Single Shear(6) Spalling
(7) Other
The impact of any pre-existing feature on the test results will be noted in the comments, if applicable.
Comments
AFTER TEST
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
E. Kostyukov / G. Patton April 27, 2016 L. Perrey April 28, 2016
125.9712.5 28.70
361.53
N/A 844.80
BEFORE TEST
Wet Density Dry Density
5
16
Not Provided 23372105
Failure Mode Notes
135
Testing Results Sample Measurements
35.86 60.45
ASTM D70121403337 Borehole: SH15-12
Westridge Terminal - Supplementary Investigation 1
Burnaby, BC 40.87-41.10
TransMountain LP Ltd.
DiameterHeightArea
VolumeMass
11.03
Uniaxial Compressive Strength of Intact Rock Core Specimens (Method C)
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
Max Load (kN) (mm)(mm)
u (MPa) (cm²)
(cm³)
Pace Rate (kN/s) (g)
Moisture Content (%)Lithology (kg/m³)
(kg/m³)
- Water content as receivedType: Mode:
(1) Simple ExtensionDegrees:* (2) Multiple Extension
(3) Multiple Fracturing* Degrees measured with respect to core axis. (4) Multiple Shear
(5) Single Shear(6) Spalling
(7) Other
The impact of any pre-existing feature on the test results will be noted in the comments, if applicable.
Comments
AFTER TEST
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
E. Kostyukov / G. Patton April 27, 2016 L. Perrey April 28, 2016
125.097.7 28.52
356.76
N/A 853.40
BEFORE TEST
Wet Density Dry Density
5
21
Not Provided 23922180
Failure Mode Notes
135
Testing Results Sample Measurements
21.94 60.26
ASTM D70121403337 Borehole: SH15-12
Westridge Terminal - Supplementary Investigation 2
Burnaby, BC 42.32-42.47
TransMountain LP Ltd.
DiameterHeightArea
VolumeMass
9.72
Uniaxial Compressive Strength of Intact Rock Core Specimens (Method C)
Project No.:
Project: Sample Number:
Location: Depth (m):
Client: Lab ID No:
Max Load (kN) (mm)(mm)
u (MPa) (cm²)
(cm³)
Pace Rate (kN/s) (g)
Moisture Content (%)Lithology (kg/m³)
(kg/m³)
- Water content as receivedType: Mode:
(1) Simple ExtensionDegrees:* (2) Multiple Extension
(3) Multiple Fracturing* Degrees measured with respect to core axis. (4) Multiple Shear
(5) Single Shear(6) Spalling
(7) Other
The impact of any pre-existing feature on the test results will be noted in the comments, if applicable.
Comments
AFTER TEST
The test data given herein pertain to the sample provided only. This report constitutes a testing service only.
Tel: 604-412-6899 Fax: 604-412-6816 www.golder.com
TESTED BY DATE CHECKED BY DATE
Golder Associates Ltd.300, 3811 North Fraser Way, Burnaby, British Columbia, Canada V5J 5J2
E. Kostyukov / G. Patton April 27, 2016 L. Perrey April 28, 2016
129.478.8 28.35
367.04
N/A 824.30
BEFORE TEST
Wet Density Dry Density
5
15
Not Provided 22461989
Failure Mode Notes
135
Testing Results Sample Measurements
25.07 60.08
ASTM D70121403337 Borehole: SH15-12
Westridge Terminal - Supplementary Investigation 4
Burnaby, BC 45.34-45.54
TransMountain LP Ltd.
DiameterHeightArea
VolumeMass
12.93
WESTRIDGE MARINE TERMINAL OFFSHORE GEOTECHNICAL INVESTIGATIONS - GEOTECHNICAL FACTUAL REPORT
APPENDIX GPhotographs of Sonic and Rock Core Samples
23 December 2016Report No. 1403337-023-R-Rev0