13.3 appendix c soil test results · clayey sand - mottled red / grey direct shear test report...

Vancouver Waste Disposal Facility - Application Licence Amendment

Prepared by Bowman & Associates Pty Ltd Page 56

13.3 APPENDIX C – SOIL TEST RESULTS

Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107

Ph: +61 8 9258 8323Soil Rock Calibration

chrisc 1919

James

Client Report No.

Address PO Box 2059 ROSSMOYNE WA 6148

Project Test Date

Report Date

18020062 18020063 18020064 18020065

Sample 1 Sample 2 Sample 3 Sample 4

Not Supplied Not Supplied Not Supplied Not Supplied

40 53 Not Obtainable Not Obtainable

19 22 Not Obtainable Not Obtainable

Plasticity Index (%) 21 31 Non Plastic Non Plastic

Linear Shrinkage (%) 9.5 * 13.0 * Not Obtainable Not Obtainable

Moisture Content (%) 12.1 19.9 9.3 2.3

Plasticity Index (%)

Linear Shrinkage (%)

Moisture Content (%)

NOTES/REMARKS: The samples were tested oven dried, dry sieved and in a 125-250mm mould.

Sample/s supplied by the client * Cracking occurred + Curling occurred Page 1 of 1 REP30101

Laboratory No. 9926

Depth (m)

Trilab Pty Ltd ABN 25 065 630 506

Reference should be made to Trilab's “Standard Terms and Conditions of Business” for further details.

The results of calibrations and tests performed apply only to the specific instrument or sample at the time of test unless otherwise clearly stated.

Liquid Limit (%)

Plastic Limit (%)

ATTERBERG LIMITS TEST REPORTTest Method: AS 1289 2.1.1, 3.1.1, 3.1.2, 3.2.1, 3.3.1, 3.4.1

Mindijup Landfill

P 18020062-AL

23/02/2018

19/02/2018

Bowman & Associates Pty Ltd

Sample No.

Client ID

Depth (m)

Client ID

Sample No.

Plastic Limit (%)

Liquid Limit (%)

Authorised Signatory

A. Harrap

Accredited for compliance with ISO/IEC 17025. The results of the tests, calibrations, and/or measurements included in

this document are traceable to Australian/National Standards.

Tested at Trilab Perth Laboratory.


C. Channon

ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING

Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


chrisc 1919

James

Client Report No.

Address

Project Test Date

Report Date

Sample No. 18020062 18020063 18020064 18020065

Client ID Sample 1 Sample 2 Sample 3 Sample 4

Depth (m) Not Supplied Not Supplied Not Supplied Not Supplied

Moisture (%) 12.1 19.9 9.3 2.3

AS SIEVE SIZE

(mm)

150

75

53

37.5 100

26.5 98

19 97

9.5 97

4.75 97

2.36 97 100 100

1.18 97 99 98 100

0.600 94 99 92 90

0.425 67 96 70 78

0.300 42 94 35 69

0.150 30 83 20 37

0.075 26 68 13 9

NOTES/REMARKS:

Sample/s supplied by the client Page 1 of 1 REP31102

Laboratory No. 9926

PARTICLE SIZE DISTRIBUTION TEST REPORTTest Method: AS 1289 3.6.1, 2.1.1

Mindijup Landfill

P18020062-G

22/02/2018

19/02/2018


PO Box 2059 ROSSMOYNE WA 6148

PERCENT PASSING





A. Harrap





C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


chrisc 1919

James

Client Report No.

Address

Project Test Date

Report Date

Client ID Depth (m)

6.00 17.00

1.60 2.00

NOTES/REMARKS: This is a computer generated plot so estimates may show some minor variations

from the results summarised.

Sample/s supplied by the client % Voids based on assumed SG of 2.48 Page 1 of 1 REP31302

Laboratory No. 9926

Sample 1

MOISTURE/DENSITY RELATIONSHIP TEST REPORTTest Method: AS 1289 5.1.1

Mindijup Landfill

P18020062-MDD

22/02/2018

21/02/2018

Not Supplied



Maximum Dry Density (t/m3)




3/19

12.1

Moisture Content (%) 12.1

1.79

Percentage of Oversize/Sieve Size (mm)

Optimum Moisture Content (%)


A. Harrap

1.600

1.650

1.700

1.750

1.800

1.850

1.900

1.950

2.000

6.0 8.0 10.0 12.0 14.0 16.0

Dry

Den

sity

(t/

m3 )


Test Data MDD at OMC Cubic Spline Interpolation 0% Air Voids 2% Air Voids 4% Air Voids





C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107

Ph: +61 8 9258 8323Soil Rock Calibrationchrisc 1919

Client Report No.

Address

Project Test Date

Report Date

Client ID

Description Sample Type

Failure Criteria

Notes/Remarks: Please review the results if the Cohesion is above 2 kPa when plotted with a line of best fit

Note: Area correction based on square sample equation.

Graph not to scale Sample/s supplied by the client Page 1 REP37101

Laboratory No. 9926 The results of calibrations and tests performed apply only to the specific instrument or sample at the time of test unless otherwise clearly stated.

Reference should be made to Trilab's “Standard Terms and Conditions of Business” for further details.Trilab Pty Ltd ABN 25 065 630 506

Three individual soil specimens - Remoulded as

requested by the client (-4.75mm material

tested)

CLAYEY SAND - mottled red / grey

DIRECT SHEAR TEST REPORT

Residual @ 8 mm Displacement

Test Method: AS 1289.6.2.2 / KH2 based on K.H. Head Vol. 2

8/03/2018

1/03/2018

Not SuppliedDepth (m)

Mindijup Landfill

Sample 1

P 18020062- DSBowman & Associates Pty Ltd



B. Brash

25 kPa

50.1 kPa

100.1 kPa

0

10

20

30

40

50

60

70

80

0 2 4 6 8 10 12

Sh

ear

Str

es

s (

kP

a)

Relative Displacement (mm)

Shear Stress/Displacement Plot

25 kPa

50.1 kPa 100.1 kPa

-0.1

0

0.1

0.2

0.3

0.4

0.5

0 2 4 6 8 10 12

Vert

ical D

isp

lacem

en

t (m

m)


Vertical Displacement/Relative Displacement Plot

Accredited for compliance with ISO/IEC 17025. The results of the tests, calibrations, and/or measurements included in this

document are traceable to Australian/National Standards.

Tested at Trilab Perth Laboratory


C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


Client Report No.

Address

Project Test Date

Report Date

Client ID


Failure Criteria

33.1 5.5 R2

Specimen Condition Shear Stress (kPa)

Specimen Dimensions (mm)

Rate of Strain (mm/min)

Initial Moisture Content (%)

Initial Wet Density(t/m3)




Laboratory No. 9926

0.008

0.00

Inundated Normal Stress (kPa)

70.7

38.1

100.1

50.1

21.8




Mindijup Landfill

25.0

Sample 1 Depth (m) Not Supplied

CLAYEY SAND - mottled red / grey Three individual soil specimens - Remoulded as


tested)

Stage 1

1/03/2018

8/03/2018

Cohesion (kPa)

P 18020062- DS

1.000

12.1

100*100



Stage 3

Stage 2

Shear Angle (o)




B. Brash

0

20

40

60

80

100

0 20 40 60 80 100 120

Sh

ea

r S

tre

ss

(k

Pa

)

Normal Stress (kPa)

Residual - Normal Stress vs Shear Stress





C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


Client Report No.

Address

Project Test Date

Report Date

Client ID


Failure Criteria

32.5 8.7 R2









Laboratory No. 9926

Mindijup Landfill


P 18020062- DS


Shear Angle (o) 0.999


Stage 3

Stage 2

Stage 1

Cohesion (kPa)

Normal Stress (kPa)

0.008

12.1



39.7

25.3

100.1

50.1

25.0

72.9

0.00

100*100

Inundated

Peak


1/03/2018

8/03/2018




tested)


B. Brash

0

20

40

60

80

100

0 20 40 60 80 100 120

Sh

ea

r S

tre

ss

(k

Pa

)

Normal Stress (kPa)

Peak - Normal Stress vs Shear Stress





C. Channon


Brisbane

10/104 Newmarket Rd,

Windsor

QLD 4030

Ph: +61 7 3357 5535

Perth

2 Kimmer Place,

Queens Park

WA 6107


chrisc 1919

Client Report No.

Address

Project Test Date

Report Date

Client ID


Compaction Method AS1289.5.1.1 - Standard Compaction

Maximum Dry Density (t/m3) Hydraulic Gradient

Optimum Moisture Content (%) Surcharge (kPa)

Placement Moisture Content (%) Head Pressure Applied (kPa)

Moisture Ratio (%) Water Type

Placement Wet Density (t/m3) Percentage Material Retained/Sieve Size (mm)

Density Ratio (%) Sample Height and Diameter (mm)

Remarks: The above specimen was remoulded to a target of 98% of Standard Maximum Dry Density and at Optimum Moisture Content.

Sample/s supplied by client REP36301


98.1



Depth (m) Not Supplied

3 / 19

Distilled

1.97

CLAY SANDY- mottled red / grey

99.7


Laboratory No. 9926

116.5 / 101.1

PERMEABILITY k(20) =

Page: 1 of 1

4.5E-10 (m/sec)

PERMEABILITY BY FALLING HEAD TEST REPORT

Test Method AS 1289 6.7.2, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

10.1

3.0

11.58

RESULTS OF TESTING

1.79

12.1

12.1

Mindijup Landfill

Remoulded Soil Specimen

23/02/2018

2/03/2018

P 18020062-FHPT

Sample 1





1.000E-10

2.000E-10

3.000E-10

4.000E-10

5.000E-10

6.000E-10

7.000E-10

8.000E-10

9.000E-10

0 1000 2000 3000 4000 5000 6000 7000

k20

(m

/sec

)

Elapsed Time of Test (mins)

Permeability


C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


Client Report No.

Address

Project Test Date

Report Date

Client ID


Notes/Remarks:

Photo not to scale Sample/s supplied by the client Page 4 REP37101

Laboratory No. 9926

P 18020062- DS

Mindijup Landfill 1/03/2018

8/03/2018

Sample 1

DIRECT SHEAR TEST REPORTTest Method: AS 1289.6.2.2 / KH2 based on K.H. Head Vol. 2








tested)


B. Brash





C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


chrisc 1919

James

Client Report No.

Address

Project Test Date

Report Date

Client ID Depth (m)

17.00 31.00

1.40 1.70




Laboratory No. 9926





0/19

22.4


1.56



Sample 2


Mindijup Landfill

P18020063-MDD

22/02/2018

21/02/2018

Not Supplied




A. Harrap

1.400

1.450

1.500

1.550

1.600

1.650

1.700

17.0 19.0 21.0 23.0 25.0 27.0 29.0 31.0

Dry

Den

sity

(t/

m3 )







C. Channon


Brisbane

10/104 Newmarket Rd,

Windsor

QLD 4030

Ph: +61 7 3357 5535

Perth

2 Kimmer Place,

Queens Park

WA 6107


chrisc 1919

Client Report No.

Address

Project Test Date

Report Date

Client ID


Compaction Method AS1289.5.1.1 - Standard Compaction

Maximum Dry Density (t/m3) Hydraulic Gradient

Optimum Moisture Content (%) Surcharge (kPa)

Placement Moisture Content (%) Head Pressure Applied (kPa)

Moisture Ratio (%) Water Type

Placement Wet Density (t/m3) Percentage Material Retained/Sieve Size (mm)

Density Ratio (%) Sample Height and Diameter (mm)

Remarks: The above specimen was remoulded to a target of 98% of Standard Maximum Dry Density and at Optimum Moisture Content.

Sample/s supplied by client REP36301


97.7




0 / 19

Distilled

1.87

CLAY - mottled grey / brown

101.7


Laboratory No. 9926

116.5 / 101.1

PERMEABILITY k(20) =

Page: 1 of 1

6.1E-10 (m/sec)

PERMEABILITY BY FALLING HEAD TEST REPORT

Test Method AS 1289 6.7.2, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

10.1

3.0

11.58

RESULTS OF TESTING

1.56

22.4

22.8

Mindijup Landfill

Remoulded Soil Specimen

23/02/2018

3/02/2018

P 18020063-FHPT

Sample 2





1.000E-10

2.000E-10

3.000E-10

4.000E-10

5.000E-10

6.000E-10

7.000E-10

8.000E-10

9.000E-10

0 1000 2000 3000 4000 5000 6000 7000

k20

(m

/sec

)

Elapsed Time of Test (mins)

Permeability


C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


chrisc 1919

James

Client Report No.

Address

Project Test Date

Report Date

Client ID Depth (m)

6.00 17.00

1.70 2.10




Laboratory No. 9926

Sample 3


Mindijup Landfill

P18020064-MDD

7/03/2018

6/03/2018

Not Supplied







0/19

11.2


1.87




A. Harrap

1.700

1.750

1.800

1.850

1.900

1.950

2.000

2.050

2.100

6.0 8.0 10.0 12.0 14.0 16.0

Dry

Den

sity

(t/

m3 )







C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107

Ph: +61 8 9258 8323Soil Rock Calibrationchrisc 1919

Client Report No.

Address

Project Test Date

Report Date

Client ID


Failure Criteria




Laboratory No. 9926




16/03/2018

7/03/2018

Not SuppliedDepth (m)

Mindijup Landfill

Sample 4

P 18020065- DSBowman & Associates Pty Ltd



Three individual soil specimens - Remoulded as

requested by the client (-4.75mmmaterial tested)SAND- white




B. Brash

25 kPa

50.1 kPa

100 kPa

0

10

20

30

40

50

60

70

80

90

100

0 2 4 6 8 10 12

Sh

ear

Str

es

s (

kP

a)


Shear Stress/Displacement Plot

25 kPa

50.1 kPa

100 kPa

-0.10

0.10.20.30.40.50.6

0 2 4 6 8 10 12

Vert

ical D

isp

lacem

en

t (m

m)


Vertical Displacement/Relative Displacement Plot





C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


chrisc 1919

James

Client Report No.

Address

Project Test Date

Report Date

Client ID Depth (m)

10.00 20.00

1.50 1.90




Laboratory No. 9926





0/19

14.9


1.69



Sample 4


Mindijup Landfill

P18020065-MDD

7/03/2018

6/03/2018

Not Supplied




A. Harrap

1.500

1.550

1.600

1.650

1.700

1.750

1.800

1.850

1.900

10.0 11.0 12.0 13.0 14.0 15.0 16.0 17.0 18.0 19.0 20.0

Dry

Den

sity

(t/

m3 )







C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


Client Report No.

Address

Project Test Date

Report Date

Client ID


Failure Criteria

40.1 2.9 R2









Laboratory No. 9926


0.991

14.5

100*100



Stage 3

Stage 2

Shear Angle (o)


20.8




Mindijup Landfill

25.0


SAND- white Three individual soil specimens - Remoulded as

requested by the client (-4.75mmmaterial tested)

Stage 1

7/03/2018

16/03/2018

Cohesion (kPa)

P 18020065- DS

0.008

1.90

Inundated Normal Stress (kPa)

85.5

49.9

100.0

50.1


B. Brash

0

20

40

60

80

100

0 20 40 60 80 100 120

Sh

ea

r S

tre

ss

(k

Pa

)

Normal Stress (kPa)

Residual - Normal Stress vs Shear Stress





C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


Client Report No.

Address

Project Test Date

Report Date

Client ID


Failure Criteria

40.6 6.2 R2









Laboratory No. 9926

Inundated

Peak


7/03/2018

16/03/2018




52.7

25.3

100.0

50.1

25.0

90.6

1.90

100*100

Stage 3

Stage 2

Stage 1

Cohesion (kPa)

Normal Stress (kPa)

0.008

14.5




Shear Angle (o) 0.995



P 18020065- DS

Mindijup Landfill


B. Brash

0

20

40

60

80

100

0 20 40 60 80 100 120

Sh

ea

r S

tre

ss

(k

Pa

)

Normal Stress (kPa)

Peak - Normal Stress vs Shear Stress





C. Channon


Brisbane

346A Bilsen Road,

Geebung

QLD 4034

Ph: +61 7 3265 5656

Perth

2 Kimmer Place,

Queens Park

WA 6107


Client Report No.

Address

Project Test Date

Report Date

Client ID


Notes/Remarks:

Photo not to scale Sample/s supplied by the client Page 4 REP37101

Laboratory No. 9926







DIRECT SHEAR TEST REPORTTest Method: AS 1289.6.2.2 / KH2 based on K.H. Head Vol. 2


Mindijup Landfill 7/03/2018

16/03/2018

Sample 4

P 18020065- DS


B. Brash





C. Channon


Vancouver Waste Disposal Facility - Application Licence Amendment

Prepared by Bowman & Associates Pty Ltd Page 73

13.4 APPENDIX D – ODOUR ASSESSMENT REPORT

13.3 appendix c soil test results · clayey sand - mottled red / grey direct shear test report...

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