reference one dimensional consolidation test using … · project no.: project: sample no.:...

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


1.0E09

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


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


0.90

1.00

1.10

1.20

1.30

1.40

1.50

1.60

1.70

1.80

1.90


Project No.:



Client: Lab ID No:





Burnaby, BC 41.50 - 41.56


DATE




1.0E04

1.0E03

1.0E02

1.0E01

1.0E+00


1.20

1.00

0.80

0.60

0.40

0.20

0.00

0.20

0.40


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):


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


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


0.50

0.60

0.70

0.80

0.90

1.00


Project No.:



Client: Lab ID No:





Burnaby, BC 35.64 - 35.69


DATE

TM/MM/CS July 11, 2016 MS August 5, 2016



1.0E05

1.0E04

1.0E03

1.0E02

1.0E01

1.0E+00


0.40

0.20

0.00

0.20

0.40


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.


APPENDIX F-12Triaxial Compression CK0U tests - 2015


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







Lab ID No: 152

CHECKED BY DATE

Location:


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







Lab ID No: 152


ASTM D4767-11



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







Lab ID No: 152

nooo


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


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.







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:


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 (%):








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


-12.6

7.26

41.38

0.45

July 21, 2016 MS August 26, 2016

14.71

608.5

44.3


20


7.25

2.66

46.0

11.74

56


119

99

1.18

11.98

0.98

100

1.22

Vc


ASTM D4767-11

CKoU

747

125 kPa

Client:

Project:

Location:

Project No.: 1403337/13000







Lab ID No: 152

CHECKED BY DATE

Location:


ASTM D4767-11

Client:

Project:

1403337/13000Project No.:


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)








Lab ID No: 152


ASTM D4767-11



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 (%)








Lab ID No: 152

nooo


ASTM D4767-11

Project No.:

Client:

Project:

Location:

1403337/13000



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


Mohr Stress Circles










Lab ID No: 152



Visual Description


Machine:

Chamber:








Saturation (%):

Void ratio, e:

Gs (calculated):

t50 (min):

Project:


ASTM D4767-11

Client:

Location:

Project No.:



After Consolidation


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


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):



1' (kPa): 119

B value: 0.98


N/A

CLAYEY SILT; trace shells, dark grey, w>PL, soft to firm.

3.90

3' (kPa): 20


Strain, f (%):








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


-40.3

7.27

41.55

0.43

July 21, 2016 MS August 26, 2016

15.07

626.3

46.9


35


7.25

2.64

52.3

10.87

56


125

90

1.24

11.57

0.99

100

1.38

Vc


ASTM D4767-11

CKoU

747

130 kPa

Client:

Project:

Location:

Project No.: 1403337/13000







Lab ID No: 152

CHECKED BY DATE

Location:


ASTM D4767-11

Client:

Project:

1403337/13000Project No.:


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)








Lab ID No: 152


ASTM D4767-11



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 (%)








Lab ID No: 152

nooo


ASTM D4767-11

Project No.:

Client:

Project:

Location:

1403337/13000



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


Mohr Stress Circles










Lab ID No: 152



Visual Description


Machine:

Chamber:








Saturation (%):

Void ratio, e:

Gs (calculated):

t50 (min):

Project:


ASTM D4767-11

Client:

Location:

Project No.:



After Consolidation


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


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):



1' (kPa): 125

B value: 0.99


N/A

CLAYEY SILT; trace shells, grey, w>PL, soft to firm.

0.35

3' (kPa): 35


Strain, f (%):





Trans Mountain Pipeline L.P. Borehole: BH15-18B



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


-48.9

7.25

41.27

0.43

July 8, 2016 MS September 2, 2016

14.89

614.5

38.0


108


7.23

2.70

44.0

12.10

145


334

226

1.03

13.07

0.99

100

1.19

Vc


ASTM D4767-11

CKoU

844

340 kPa

Client:

Project:

Location:

Project No.: 1403337/13000







Lab ID No: 152

CHECKED BY DATE

Location:


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)








Lab ID No: 152


ASTM D4767-11


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 (%)








Lab ID No: 152

nooo


ASTM D4767-11

Project No.:

Client:

Project:

Location:

1403337/13000


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


Mohr Stress Circles










Lab ID No: 152

Type : Intact Soil Classification: CI


Visual Description


Machine:

Chamber:








Saturation (%):

Void ratio, e:

Gs (calculated):

t50 (min):

Project:


ASTM D4767-11

Client:

Location:

Project No.:



After Consolidation


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


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):



1' (kPa): 334

B value: 0.99


N/A

SILTY CLAY, trace shells, greenish grey, firm.

0.43

3' (kPa): 108

May 27, 2016MM/CS July 8, 2016

Strain, f (%):



APPENDIX F-13Triaxial Compression CIU Tests - 2015








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


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


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


37.35

388

11.14

990

Initial Dimensions

16.21

N/A







Lab ID No: 152Project No.:

TM/MM June 20, 2016 MS August 26, 2016TESTED BY DATE CHECKED BY DATE

Location:


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







Lab ID No: 152


ASTM D4767-11

Client:

Project:

Location:

Project No.: 1403337/13000


1.00

1.10

1.20

1.30

1.40

1.50

10.0 100.0 1000.0

Total Stress (kPa)


-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.







Lab ID No: 152

August 26, 2016

Client:

Project:

Location:

Project No.: 1403337/13000


ASTM D4767-11


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 (%)








Lab ID No: 152

nooo

DATETESTED BY

June 20, 2016CHECKED BY

MSTM/MM August 26, 2016DATE


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


Mohr Stress Circles










Lab ID No: 152

Type : Intact Soil Classification: MH


Visual Description


Machine:

Chamber:








Saturation (%):

Void ratio, e:

Gs (calculated):

t50 (min):

TM/MM June 20, 2016

Strain, f (%):


0.99


N/A


11.14

3' (kPa): 93

August 26, 2016

2.69

MS

388u (kPa):



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


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.:



After Consolidation


KW

Soil

1403337/13000

Project:


ASTM D4767-11

Client:

Location:







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


989

N/A

300


ASTM D4767-11

CIU

1403337/13000

719

Stage 1 (30 kPa)

N/A

749 788

Vc

Stage 3 (100 kPa)

30

N/A


73.1

8.76


1.88

100

60


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


34.61

236

8.27

889

Initial Dimensions

17.10

N/A









Location:


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)


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







Lab ID No: 152


ASTM D4767-11

Client:

Project:

Location:

Project No.: 1403337/13000


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)


-160

-140

-120

-100

-80

-60

-40

-20

0

0 1000 2000 3000 4000 5000 6000 7000 8000

Time (min)


Stage 1 (30 kPa)

Stage 2 (60 kPa)

Stage 3 (100 kPa)

Stage 4 (200 kPa)

Stage 5 (300 kPa)








Lab ID No: 152

August 26, 2016

Client:

Project:

Location:

Project No.: 1403337/13000


ASTM D4767-11


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 (%)








Lab ID No: 152

nooo

DATETESTED BY

June 20, 2016CHECKED BY

MSTM/MM August 26, 2016DATE


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


Mohr Stress Circles










Lab ID No: 152



Visual Description

Other Remarks: LL=56, PL=30, PI=26. Sample taken from 44cm to 62cm.

Machine:

Chamber:








Saturation (%):

Void ratio, e:

Gs (calculated):

t50 (min):

TM/MM June 20, 2016

Strain, f (%):


1.00


N/A


8.27

3' (kPa): 60

August 26, 2016

2.57

MS

236u (kPa):



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


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.:



After Consolidation


KW

Soil

1403337/13000

Project:


ASTM D4767-11

Client:

Location:







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


6.90

MS September 2, 2016

46.9

100

-11.0

15.34

574.3

-5.9

1.27

11.68


July 6, 2016

513

Stage 4 (400 kPa)

-45.2

N/A


237

63.2

9.79


1.71

100

N/A


276

739

Stage 1 (50 kPa)

N/A

786 888

Vc

Stage 3 (200 kPa)

50


ASTM D4767-11

CIU

1403337/13000

39997


1287

N/A

598

Client:

Project:

Location:

Project No.:

600 kPa

1.00

7.26

2.70







Lab ID No: 152

CHECKED BY DATE

Location:


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)


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







Lab ID No: 152


Project No.: 1403337/13000

MM/CS July 6, 2016 MS September 2, 2016


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)


-120

-100

-80

-60

-40

-20

0

0 1000 2000 3000 4000 5000

Time (min)


Stage 1 (50 kPa)

Stage 2 (100 kPa)

Stage 3 (200 kPa)

Stage 4 (400 kPa)

Stage 5 (600 kPa)








Lab ID No: 152


ASTM D4767-11


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 (%)








Lab ID No: 152

nooo


ASTM D4767-11

Project No.:

Client:

Project:

Location:

1403337/13000


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


Mohr Stress Circles










Lab ID No: 152

Type : Intact Soil Classification: MH


Visual Description


Machine:

Chamber:








Saturation (%):

Void ratio, e:

Gs (calculated):

t50 (min):

Project:


ASTM D4767-11

Client:

Location:

Project No.:



After Consolidation


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


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):



1' (kPa): 513

B value: 1.00


N/A

CLAYEY SILT, dark grey, w>PL, firm.

0.73

3' (kPa): 276

September 2, 2016MM/CS July 6, 2016

Strain, f (%):



APPENDIX F-14Isotropic Compression tests - 2015








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 (%)


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)


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


193


1089

-49.6


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








TM/MM July 6, 2016 MS September 2, 2016TESTED BY DATE CHECKED BY DATE

Location:


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)


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







Lab ID No: 152


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)


-140

-120

-100

-80

-60

-40

-20

0

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000

Time (min)


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)



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.


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


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


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



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


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 (%)


NORSOK G-001Project No.:Project: Test ID:Location: Depth (m):Client: Lab ID No:

DATE




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)










Burnaby, BC 13.37-13.41


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










Burnaby, BC 13.37-13.41


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










Burnaby, BC 13.37-13.41


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 (%)










Burnaby, BC 13.37-13.41


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 (%)








Burnaby, BC 13.37-13.41





NORSOK G-001










CSR







23.60

70.52

39.06

88.94

21.51


29.19

-2.84

0.10


1403337


Burnaby, BC



BH15-13 Sa 3

87kPa, 0.25 CSR

13.41-13.45

152




54.85

54.32



1.32

-1.93

0.00

1.00

22.94

9

0.24

Cyclic Test Results

Frequency (Hz)

N/A



87.89


Consolidation


>100

16.59

10.69




155.84

13 Liquid Limit 48









38408

158877

Sample Properties

Preparation Method



G. Patton August 19, 2016 M. Sanin August 24, 2016

2.64

100.48

Laboratory OCR


Height (mm)




DATE




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


Increment (kPa) 25



OCR


87.41

6.16

N/A

1.45


50 87




Burnaby, BC 13.41-13.45


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)










Burnaby, BC 13.41-13.45


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


N = 1N = 113.75%, N = 9










Burnaby, BC 13.41-13.45


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


N = 1N = 113.75%, N = 9










Burnaby, BC 13.41-13.45


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 (%)










Burnaby, BC 13.41-13.45


5

0

5

10

15

20

25


0.05

0

0.05

0.1

0.15

0.2

0.25

0.3

5 0 5 10 15 20Shear Strain (%)








Burnaby, BC 13.41-13.45





NORSOK G-001










CSR







23.53

70.52

39.06

86.90

23.99


23.68

-3.07

0.10


1403337


Burnaby, BC



BH15-13 Sa 3

87kPa, 0.28 CSR

13.45-13.49

152




54.52

52.42



2.32

-1.11

0.00

1.00

21.81

4

0.28

Cyclic Test Results

Frequency (Hz)

N/A



87.07


Consolidation


>100

16.94

11.20




158.68

13 Liquid Limit 48









89612

30465

Sample Properties

Preparation Method




2.64

104.9

Laboratory OCR


Height (mm)




DATE





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


Increment (kPa) 25



OCR


86.90

5.70

N/A

1.34


50 87




Burnaby, BC 13.45-13.49


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)










Burnaby, BC 13.45-13.49


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


N = 1N = 53.75%, N = 4










Burnaby, BC 13.45-13.49


6.00

4.00

2.00

0.00

2.00

4.00

6.00


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


N = 1N = 53.75%, N = 4










Burnaby, BC 13.45-13.49


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 (%)










Burnaby, BC 13.45-13.49


5

0

5

10

15

20

25


0.05

0

0.05

0.1

0.15

0.2

0.25

0.3

5 0 5 10 15 20Shear Strain (%)








Burnaby, BC 13.45-13.49





NORSOK G-001



89612

30465

Sample Properties

Preparation Method




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





92.58Area (cm2) Fines Fraction (%) 93.2 Plastic Limit 30


Initial Dry Unit Weight (kN/m3) Final Saturation (%) >100

16.64

10.89



Dry Mass (g) Initial Saturation (%) 99.82

157.08

Consolidation


0.20

Cyclic Test Results

Frequency (Hz)

N/A



162.13


BH15-13 Sa 5

162kPa, 0.20CSR

24.22-24.28

152




128.41

127.26



1.86

-1.38

0.00

1.00

34.50

42


1403337


Burnaby, BC











CSR







23.59

70.69

39.25

161.90

32.41


26.88

-2.27

0.10




Burnaby, BC 24.22-24.28



KMC Westridge Terminal 162kPa, 0.20CSR

Increment (kPa) 25



OCR


161.82

8.50

N/A

2.00


50 162Load (kN) 0.0982 0.1964 0.6363

Axial Strain (%) 0.67 1.86 8.50

Duration (min) 240 240 1999

DATE





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)





Burnaby, BC 24.22-24.28







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





Burnaby, BC 24.22-24.28







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





Burnaby, BC 24.22-24.28







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 (%)





Burnaby, BC 24.22-24.28







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 (%)





Burnaby, BC 24.22-24.28








NORSOK G-001










CSR







23.56

70.52

39.06

161.91

40.50


36.74

-3.30

0.10


1403337


Burnaby, BC



BH15-13 Sa 5

162kPa, 0.25 CSR

24.28-24.33

152




113.62

112.66



0.53

-1.97

0.00

1.00

43.52

28

0.25

Cyclic Test Results

Frequency (Hz)

N/A



162.14


Consolidation


>100

16.75

10.95




157.12

6.8 Liquid Limit 53









89612

30465

Sample Properties

Preparation Method




2.69

102.71

Laboratory OCR


Height (mm)




DATE





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


Increment (kPa) 25



OCR


161.86

6.29

N/A

1.48


50 162




Burnaby, BC 24.28-24.33


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)










Burnaby, BC 24.28-24.33


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


N = 1N = 343.75%, N = 28










Burnaby, BC 24.28-24.33


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










Burnaby, BC 24.28-24.33


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 (%)










Burnaby, BC 24.28-24.33


10

0

10

20

30

40

50


0.05

0

0.05

0.1

0.15

0.2

0.25

0.3

5 0 5 10 15 20Shear Strain (%)








Burnaby, BC 24.28-24.33





NORSOK G-001










CSR







23.41

70.60

39.15

161.83

48.20


56.07

-2.78

0.10


1403337


Burnaby, BC



BH15-13 Sa 5

162kPa, 0.30 CSR

24.07-24.11

152




93.93

91.35



1.61

-1.82

0.00

1.00

38.32

3

0.30

Cyclic Test Results

Frequency (Hz)

N/A



162.13


Consolidation


>100

16.62

10.75




155.26

6.8 Liquid Limit 53









89612

30465

Sample Properties

Preparation Method




2.69

100.41

Laboratory OCR


Height (mm)




DATE





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


Increment (kPa) 25



OCR


161.90

7.04

N/A

1.65


50 162




Burnaby, BC 24.07-24.11


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)










Burnaby, BC 24.07-24.11


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


N = 1N = 33.75%, N = 3










Burnaby, BC 24.07-24.11


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










Burnaby, BC 24.07-24.11


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 (%)










Burnaby, BC 24.07-24.11


5

0

5

10

15

20

25

30

35

40

45


0.05

0

0.05

0.1

0.15

0.2

0.25

5 0 5 10 15 20Shear Strain (%)








Burnaby, BC 24.07-24.11





APPENDIX F-16Monotonic Direct Simple Shear tests (DSS) - 2015


Direct Simple Shear Testing of Soils Under Consolidated Constant-Volume Conditions

NORSOK G-001



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


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



Initial Vertical Stress (kPa) 79.84

Direct Simple Shear Test Results

23.72

Laboratory OCR N/A


Comments / Special Instructions





G. Patton July 20, 2016 M. Sanin August 24, 2016


Rate of Shearing (%/hr) 1.00

Test Condition Undrained



DATE





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


Increment (kPa) 25



OCR


79.89

8.74

N/A

2.05


50 80


80kPa, Static 1%-hrKMC Westridge Terminal


Burnaby, BC 12.25-12.29


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)









80kPa, Static 1%-hr

Burnaby, BC 12.25-12.29



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 (%)









80kPa, Static 1%-hr

Burnaby, BC 12.25-12.29



0

5

10

15

20

25


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 (%)








80kPa, Static 1%-hr

Burnaby, BC 12.25-12.29





NORSOK G-001













2.87







28.97

Laboratory OCR N/A





Consolidation





Volume (cm3) 94.60 Shear Strength est. (kPa) NUMBER



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


38408

158877



Project No.: 1403337 Sample Number: BH15-17 Sa 2





Burnaby, BC 12.30-12.34




Increment (kPa) 25



OCR


120.42

12.18

N/A

2.87


50 120Load (kN) 0.1042 0.204 0.4855

Axial Strain (%) 0.64 2.26 12.18

Duration (min) 240 240 3440

DATE





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)




120kPa, Static 1%-hr

Burnaby, BC 12.30-12.34








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 (%)





Burnaby, BC 12.30-12.34








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 (%)






Burnaby, BC 12.30-12.34








NORSOK G-001













2.12







41.63

Laboratory OCR N/A





Consolidation

Effective Overburden Pressure (kPa) 120.00 Max. Axial Strain % 8.97




Volume (cm3) 92.19 Shear Strength est. (kPa) N/A



Sample Properties


Height (mm) 23.63

General Remarks Equipment Description: GDS - Station 1113179

89612

30465



Project No.: 1403337 Sample Number: BH15-17B Sa 3





Burnaby, BC 18.46-18.52


1403337 Sample Number: BH15-17B Sa 3


Increment (kPa) 25



OCR


179.88

8.96

N/A

2.12


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





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)





Burnaby, BC 18.46-18.52








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 (%)





Burnaby, BC 18.46-18.52








0

5

10

15

20

25

30

35

40

45

50


0

0.05

0.1

0.15

0.2

0.25

0 2 4 6 8 10 12 14 16 18 20Shear Strain (%)






Burnaby, BC 18.46-18.52








NORSOK G-001







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


89612

30465











Consolidation


2.63







53.84

Laboratory OCR N/A













DATE





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


Increment (kPa) 25



OCR


244.89

11.16

N/A

2.63


50 100 245




Burnaby, BC 24.37-24.41


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)










Burnaby, BC 24.37-24.41



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 (%)










Burnaby, BC 24.37-24.41



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 (%)









Burnaby, BC 24.37-24.41





NORSOK G-001









G. Patton 15/7/2016 M. Sanin August 24, 2016




3.10







71.59

Laboratory OCR N/A





Consolidation








Sample Properties


Height (mm) 23.64


89612

30465








Burnaby, BC 31.06-31.16




Increment (kPa) 25



OCR


304.86

13.11

N/A

3.10


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


3051.1891

240 240 2964

DATE





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)





Burnaby, BC 31.06-31.16








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 (%)





Burnaby, BC 31.06-31.16








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 (%)






Burnaby, BC 31.06-31.16








NORSOK G-001







Sample Properties

Preparation Method Trim from Undisturbed Visual Description SILTY CLAY; trace shells; grey; cohesive, w>PL; soft to firm

Height (mm) 23.40


89612

30465











Consolidation


3.10

Initial Shear Stress (kPa) -0.23






74.29

Laboratory OCR N/A













DATE





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


Increment (kPa) 25



OCR


349.91

13.26

N/A

3.10


50 100 250




Burnaby, BC 35.25-35.28


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)










Burnaby, BC 35.25-35.28



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 (%)










Burnaby, BC 35.25-35.28



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 (%)









Burnaby, BC 35.25-35.28





NORSOK G-001







Sample Properties

Preparation Method Trim from Undisturbed Visual Description SILTY CLAY; trace shells; grey; cohesive, w>PL; soft to firm

Height (mm) 22.87


38408

158877











Consolidation


2.11







52.42

Laboratory OCR N/A













DATE





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


Increment (kPa) 25



OCR


235.43

9.25

N/A

2.11


50 100 235




Burnaby, BC 35.29-35.33


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)










Burnaby, BC 35.29-35.33



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 (%)










Burnaby, BC 35.29-35.33



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 (%)









Burnaby, BC 35.29-35.33





APPENDIX F-17Unit Weight Tests - 2015


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


MM/CS July 6, 2016 LH July 29, 2016

Trial Number


Burnaby, BC 31.01 - 31.16


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



wet 17.06

W1 W2 W3Weight of Tube (g) 832.10 Container Number A B

2830.70


MM/CS July 11, 2016 LH July 29, 2016

Trial Number


Burnaby, BC 35.29 - 35.59





1403337/13000 Borehole: BH15-17B

kN/m3

0.07190 m dry 1164 kg/m3

%V 0.00115 m3


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


1.30 cm

2 7.233 7.164 7.18 cm

Test Results

Sample Properties

X4 29.50 cm Y4 0.00 cm Z4


Z Y

L = X - Y - Z

X


cm

Test Results

Sample Properties

X4 47.60 cm Y4 0.00 cm Z4 0.00 cm

2 7.153 7.184 7.19


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


A 0.00403 m2 w 56.78 %V 0.00192 m3

kN/m3

0.07165 m dry 1093 kg/m3


1403337/13000 Borehole: BH15-17B



Trial Number


Burnaby, BC 41.11 - 41.59



MM/CS July 6, 2016 LH July 29, 2016

W1 W2 W3Weight of Tube (g) 1359.10 Container Number A B C

4653.80


wet 16.80


Z Y

L = X - Y - Z

X


APPENDIX F-18Specific Gravity tests - 2015


Project No.:

Project: Sample Number:


Client: Lab ID No:


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


Burnaby, BC 18.36-18.47

GAbsorption (%)

Excluded Material Description

No excluded material


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)


Project No.:



Client: Lab ID No:


OA July 25, 2016 LH

Mass of Tare (g) 182.45 185.25

August 5, 2016


Bulk G (SSD) GSSD

Apparent


2.65 2.63


Tare Number 7d 8d


Flask Number G H




360.75 360.47



Gt

Trial 1 Trial 2




Burnaby, BC 13.36 - 13.97

GAbsorption (%)




21.4 21.4




% Passing 4.75mm


Visual Description:CLAYEY SILT, trace shells, grey, w > PL, soft to firm

100.00

A






Percentage Retained on 4.75mmMass of Sample in Water (g)


Project No.:



Client: Lab ID No:

A








GAbsorption (%)




19.8 19.8




% Passing 4.75mm


Visual Description:SILTY CLAY, some shells, dark grey, w>PL, soft to firm.

100.00

Trial 1 Trial 2




Burnaby, BC 24.08-24.69

Flask Number G H




361.29 360.96



Gt


Tare Number 7d 8d




Mass of Tare (g) 182.44 185.28

August 25, 2016


Bulk G (SSD) GSSD

Apparent


2.70 2.68


Project No.:



Client: Lab ID No:

A








GAbsorption (%)




19.8 19.8




% Passing 4.75mm


Visual Description:CLAYEY SILT, some shells, grey, w>PL, firm.

100.00

Trial 1 Trial 2




Burnaby, BC 28.78-29.39

Flask Number I J




362.59 362.72



Gt


Tare Number 9D 10d




Mass of Tare (g) 188.2 183.61

August 25, 2016


Bulk G (SSD) GSSD

Apparent


2.69 2.69


Project No.:



Client: Lab ID No:


OA July 25, 2016 LH

Mass of Tare (g) 188.04 183.53

August 5, 2016


Bulk G (SSD) GSSD

Apparent


2.58 2.57


Tare Number 9d 10d


Flask Number I J




361.84 361.83



Gt

Trial 1 Trial 2

Specific Gravity of Soil Solids By Water PycnometerReference

ASTM D854 -14



Burnaby, BC 12.19 - 12.80

GAbsorption (%)




21.4 21.4




% Passing 4.75mm


Visual Description:CLAYEY SILT, trace shells, grey, w > PL, soft

100.00

A









Project No.:



Client: Lab ID No:

A








GAbsorption (%)




19.7 19.7




% Passing 4.75mm


Visual Description:CLAYEY SILT, trace shells, grey/green, w > PL, soft to firm

100.00

Trial 1 Trial 2


ASTM D854 -14

1403337 Phase 13000 Borehole: BH15-17B


Burnaby, BC 18.47 - 19.08

Flask Number E F




361.74 361.74



Gt


Tare Number 5d 6d



OA July 11, 2016 LH

Mass of Tare (g) 183.61 181.49

August 5, 2016


Bulk G (SSD) GSSD

Apparent


2.70 2.69


Project No.:



Client: Lab ID No:


OA/DC August 2, 2016 LH

Mass of Tare (g) 183.86 185.41

August 5, 2016


Bulk G (SSD) GSSD

Apparent


2.67 2.67


Tare Number j8 kc1


Flask Number E F




361.73 361.57



Gt

Trial 1 Trial 2


ASTM D854 -14



Burnaby, BC 24.28-24.89

GAbsorption (%)




22.3 22.3




% Passing 4.75mm


Visual Description:SILTY CLAY, some shells, trace organics, grey, w>PL, soft to firm.

100.00

A









Project No.:



Client: Lab ID No:


OA July 19, 2016 LH

Mass of Tare (g) 183.6 181.52

August 5, 2016


Bulk G (SSD) GSSD

Apparent


2.66 2.66


Tare Number 5d 6d


Flask Number E F




361.19 360.41



Gt

Trial 1 Trial 2


ASTM D854 -14



Burnaby, BC 30.68 - 31.29

GAbsorption (%)




20.8 20.8




% Passing 4.75mm


Visual Description:CLAYEY SILT, trace shells, grey, w > PL, soft to firm

100.00

A









Project No.:



Client: Lab ID No:


OA July 13, 2016 LH

Mass of Tare (g) 183.6 181.49

August 5, 2016


Bulk G (SSD) GSSD

Apparent


2.70 2.71


Tare Number 5d 6d


Flask Number E F




362.15 362.1



Gt

Trial 1 Trial 2


ASTM D854 -14



Burnaby, BC 35.07 - 35.69

GAbsorption (%)




21.4 21.4




% Passing 4.75mm


Visual Description:SILTY CLAY, trace shells, dark grey, w > PL, firm

100.00

A









Project No.:



Client: Lab ID No:

A








GAbsorption (%)




19.7 19.7




% Passing 4.75mm


Visual Description:SILTY CLAY, dark grey, w > PL, firm

100.00

Trial 1 Trial 2


ASTM D854 -14



Burnaby, BC 41.05 - 41.66

Flask Number G H




360.77 360.28



Gt


Tare Number 7d 8d



OA July 11, 2016 LH

Mass of Tare (g) 182.46 185.25

August 5, 2016


Bulk G (SSD) GSSD

Apparent


2.70 2.69


Project No.:



Client: Lab ID No:


OA July 12, 2016 LH

Mass of Tare (g) 188.02 183.48

August 5, 2016


Bulk G (SSD) GSSD

Apparent


2.70 2.70


Tare Number 9d 10d


Flask Number I J




363.3 363.21



Gt

Trial 1 Trial 2


ASTM D854 -14



Burnaby, BC 35.13 - 35.79

GAbsorption (%)




22.4 22.4




% Passing 4.75mm


Visual Description:CLAYEY SILT, some sand/sandlayers, grey, w > PL, firm

100.00

A










APPENDIX F-19Uniaxial Compression (UCS) Tests (on rock core samples) - 2015


Uniaxial Compressive Strength of Intact Rock Core Specimens (Method C)

Project No.:



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


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.



Testing Results Sample Measurements

59.46125.1127.77

E. Kostyukov / G. Patton April 27, 2016 L. Perrey April 28, 2016


135

ASTM D70121403337 Borehole: SH15-03a

Westridge Terminal - Supplementary Investigation 1

Burnaby, BC 35.79-35.97

TransMountain LP Ltd.

347.40784.50

DiameterHeightArea


Project No.:



Client: Lab ID No:


u (MPa) (cm²)

(cm³)



(kg/m³)





(7) Other


Comments

AFTER TEST






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


41.99 60.10



Burnaby, BC 39.07-39.29


DiameterHeightArea

VolumeMass

11.31


Project No.:



Client: Lab ID No:


u (MPa) (cm²)

(cm³)



(kg/m³)





(7) Other


Comments

AFTER TEST






125.438.9 28.49

357.37

N/A 868.00

BEFORE TEST


3

N/A


Failure Mode Notes

135


25.41 60.23



Burnaby, BC 39.87-40.00


DiameterHeightArea

VolumeMass

7.64


Project No.:



Client: Lab ID No:


u (MPa) (cm²)

(cm³)



(kg/m³)





(7) Other


Comments

AFTER TEST






125.9712.5 28.70

361.53

N/A 844.80

BEFORE TEST


5

16


Failure Mode Notes

135


35.86 60.45

ASTM D70121403337 Borehole: SH15-12


Burnaby, BC 40.87-41.10


DiameterHeightArea

VolumeMass

11.03


Project No.:



Client: Lab ID No:


u (MPa) (cm²)

(cm³)



(kg/m³)





(7) Other


Comments

AFTER TEST






125.097.7 28.52

356.76

N/A 853.40

BEFORE TEST


5

21


Failure Mode Notes

135


21.94 60.26



Burnaby, BC 42.32-42.47


DiameterHeightArea

VolumeMass

9.72


Project No.:



Client: Lab ID No:


u (MPa) (cm²)

(cm³)



(kg/m³)





(7) Other


Comments

AFTER TEST






129.478.8 28.35

367.04

N/A 824.30

BEFORE TEST


5

15


Failure Mode Notes

135


25.07 60.08



Burnaby, BC 45.34-45.54


DiameterHeightArea

VolumeMass

12.93


APPENDIX GPhotographs of Sonic and Rock Core Samples


reference one dimensional consolidation test using … · project no.: project: sample no.:...

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