binder1 - city of cairns › __data › assets › pdf_file › ... · 2019-06-24 · brisbane $...

Brisbane Perth

Soil Rock Calibration

chrisc 1919

Client: Report No.:

Workorder No.Address: Test Date:

Report Date:Project:

Client Id.: Depth (m):

Description:

0.6

1

0

20

Collapse Potential (Ic) = 11.3 %

Wet Density (t/m3): 1.44 Initial Moisture (%): 10.1 Test Condition:

Particle Density (t/m3): 2.58 Initial Voids Ratio: 0.967 Initial Degree of Saturation (%): 27.3

Sample supplied by the client Remarks: Single Individual Specimen remoulded as per client request Page 1 of 2

COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils

Inundated at 80 kPa

Trilab Pty LtdABN 25 065 630 506

Laboratory Number 9926

REP06201

0.0

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

0.65

0.70

0.75

0.80

0.85

0.90

0.95

1.00

1 10 100%

Con

solid

atio

n

Void

Rat

io

Applied Pressure (kPa)

Void Ratio% Consolidation

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

in this document are traceable to Australian/National Standards.

Tested at Trilab Brisbane Laboratory.

Authorised Signatory

C. Channon

Brisbane Perth


Client: Report No.:




Description:

Stage Cc k

(m/s) t50 t90

1

2

3

4

5

6

Remarks: Single Individual Specimen remoulded as per client request Page 2 of 2

(kPa)

TEST RESULTS


0.3

0.5

0.9

1.8

3.9

15.2

11-22

22-43

43-84

84-84

Load

2-5

5-11

Cv (m2/yr) % ConsolidationCa x 10-3Mv (kPa-1x10-3)


REP06201






C. Channon

Brisbane Perth


chrisc 1919

Client: Report No.:




Description:

0.6

1

0

15




Sample supplied by the client Remarks: Single Individual Specimen remoulded as per client request Page 1 of 2


Inundated at 80 kPa



REP06201

0.0

2.0

4.0

6.0

8.0

10.0

12.0

0.73

0.78

0.83

0.88

0.93

0.98

1.03

1 10 100%

Con

solid

atio

n

Void

Rat

io







C. Channon

Brisbane Perth


Client: Report No.:




Description:

Stage Cc k

(m/s) t50 t90

1

2

3

4

5

6

Remarks: Single Individual Specimen remoulded as per client request Page 2 of 2

(kPa)

TEST RESULTS


0.2

0.4

0.5

0.9

2.6

10.8

11-22

22-43

43-84

84-84

Load

2-5

5-11



REP06201






C. Channon

Brisbane Perth


chrisc 1919

Client: Report No.:




Description:

0.4

0.6

0

5




Sample supplied by the client Remarks: Single Individual Specimen remoulded to a target density of 95% of Standard Maximum Dry Density at Optimum Moisture Content (-2.36mm material tested) Page 1 of 2


Inundated at 80 kPa



REP06201

-0.6

-0.4

-0.2

0.0

0.2

0.4

0.6

0.47

0.47

0.47

0.48

0.48

1 10 100%

Con

solid

atio

n

Void

Rat

io







C. Channon

Brisbane Perth


Client: Report No.:




Description:

Stage Cc k

(m/s) t50 t90

1

2

3

4

5

6

Remarks: Single Individual Specimen remoulded to a target density of 95% of Standard Maximum Dry Density at Optimum Moisture Content (-2.36mm material tested) Page 2 of 2

(kPa)

TEST RESULTS


0.1

0.1

0.1

0.2

0.4

0.4

11-20

20-40

40-82

82-82

Load

2-5

5-11



REP06201






C. Channon

Brisbane Perth


chrisc 1919

Client: Report No.:




Description:

0.6

0.8

0

5




Sample supplied by the client Remarks: Single Individual Specimen remoulded to a target density of 95% of Standard Maximum Dry Density at Optimum Moisture Content (-2.36mm material tested) Page 1 of 2


Inundated at 80 kPa



REP06201

0.0

0.2

0.4

0.6

0.8

1.0

1.2

0.61

0.61

0.61

0.61

0.62

0.62

0.62

0.62

0.62

0.63

0.63

1 10 100%

Con

solid

atio

n

Void

Rat

io







C. Channon

Brisbane Perth


Client: Report No.:




Description:

Stage Cc k

(m/s) t50 t90

1

2

3

4

5

6

Remarks: Single Individual Specimen remoulded to a target density of 95% of Standard Maximum Dry Density at Optimum Moisture Content (-2.36mm material tested) Page 2 of 2

(kPa)

TEST RESULTS


0.1

0.2

0.3

0.4

1.0

1.1

11-19

19-40

40-82

82-82

Load

2-5

5-11



REP06201






C. Channon

Brisbane Perth


Client Report No.

Workorder No.Address Test Date

Report DateProjectClient ID

Description Sample Type

AS1289.5.1.1 - Standard Compaction

0 % / 9.5 mm

95.1

Laboratory No. 9926

91.3 / 76.4 mm

PERMEABILITY k(20) =

Page: 1 of 1

3.0 x 10 (m/sec)

1.96

PERMEABILITY BY CONSTANT HEAD TEST REPORTTest Method AS 1289 6.7.3, 5.1.1 , KH2 (Based on K H Head (1988) Manual of Laboratory Testing,10.7)

150

50

100

RESULTS OF TESTING

1.83

13.0

12.9

De-Ionized

Depth (m)

99.3

1.000E-08

2.000E-08

3.000E-08

4.000E-08

5.000E-08

6.000E-08

7.000E-08

8.000E-08

9.000E-08

0 1000 2000 3000 4000 5000 6000 7000

k20

(m/se

c)

Elapsed Time of Test (mins)

Permeability

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

document are traceable to Australian/National Standards.



C. Channon

ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING

Brisbane Perth


Client Report No.





De-Ionized

Depth (m)

101.0


150

50

100

RESULTS OF TESTING

1.66

17.0

17.2

0 % / 9.5 mm

94.8

Laboratory No. 9926

101.9 / 85.4 mm


Page: 1 of 1

4.9 x 10 (m/sec)

1.84


C. Channon

1.000E-07

2.000E-07

3.000E-07

4.000E-07

5.000E-07

6.000E-07

7.000E-07

8.000E-07

0 1000 2000 3000 4000 5000 6000 7000

k20

(m/se

c)


Permeability





T. Lockhart


Brisbane Perth


Client Report No.





De-Ionized

Depth (m)

98.9


150

50

100

RESULTS OF TESTING

1.73

14.5

14.3

0 % / 9.5 mm

95.2

Laboratory No. 9926

101.8 / 85.4 mm


Page: 1 of 1

1.3 x 10 (m/sec)

1.88

8.000E-09

1.300E-08

1.800E-08

2.300E-08

2.800E-08

3.300E-08

3.800E-08

4.300E-08

4.800E-08

5.300E-08

0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000

k20

(m/se

c)


Permeability





C. Channon


Brisbane Perth


Client Report No.





De-Ionized

Depth (m)

1.45


150

50

100

RESULTS OF TESTING

1.30

11.0

11.0

0 % / 9.5 mm

Laboratory No. 9926

91.2 / 76.4 mm


Page: 1 of 1

6.5 x 10 (m/sec)

1.30

2.000E-08

4.000E-08

6.000E-08

8.000E-08

1.000E-07

1.200E-07

1.400E-07

1.600E-07

1.800E-07

2.000E-07

0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000

k20

(m/se

c)


Permeability





T. Lockhart


Brisbane Perth


Client Report No.





De-Ionized

Depth (m)

1.44


150

50

100

RESULTS OF TESTING

1.30

11.0

11.1

0 % / 9.5 mm

Laboratory No. 9926

101.8 / 85.4 mm


Page: 1 of 1

2.6 x 10 (m/sec)

1.30

1.000E-06

1.500E-06

2.000E-06

2.500E-06

3.000E-06

0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000

k20

(m/se

c)


Permeability





T. Lockhart


Brisbane Perth


Client Report No.





De-Ionized

Depth (m)

1.44


150

50

100

RESULTS OF TESTING

1.30

11.0

11.1

0 % / 9.5 mm

Laboratory No. 9926

101.8 / 85.4 mm


Page: 1 of 1

1.1 x 10 (m/sec)

1.30


C. Channon

5.000E-09

1.000E-08

1.500E-08

2.000E-08

0 1000 2000 3000 4000 5000 6000

k20

(m/se

c)


Permeability





T. Lockhart


APPENDIX: B ESC Plans

"NO

GO

"A

RE

A

A16

141:

2000

IRM

IRM

BU

ND

CO

NS

TRU

CTI

ON

ER

OS

ION

& S

ED

IME

NT

CO

NTR

OL

PLA

N

3527

-C11

435

27-C

114

A16

15A

S S

HO

WN

IRM

IRM

SH

EE

T 1

OF

2E

RO

SIO

N &

SE

DIM

EN

T C

ON

TRO

L D

ETA

ILS

3527

-C11

535

27-C

115

A16

16A

S S

HO

WN

IRM

IRM

SH

EE

T 2

OF

2E

RO

SIO

N &

SE

DIM

EN

T C

ON

TRO

L D

ETA

ILS

3527

-C11

635

27-C

116

A1

11:

2000

GB

GB

FOR

DR

ED

GIN

G/S

ETT

LEM

EN

T P

ER

IOD

BU

ND

ALT

ER

ATI

ON

S

3527

-C20

135

27-C

201

A2

11:

2000

GB

GB

SIT

E R

EH

AB

ILIT

ATI

ON

BU

ND

RE

MO

VAL

AN

D

3527

-C30

135

27-C

301

"NO

GO

"A

RE

A

A2

21:

2000

IRM

IRM

BU

ND

RE

MO

VAL

ER

OS

ION

& S

ED

IME

NT

CO

NTR

OL

PLA

N

3527

-C30

235

27-C

302

Barron River Flood (Lake Inflow)

Local 1% AEP Event

Duration 1% AEP rainfall (mm) Flow (m3/s) 1 min 6.08 42.9 2 min 11.7 41.3 3 min 16.1 37.9 4 min 20 35.3 5 min 23.4 33.0 10 min 37.2 26.3 15 min 48.2 22.7 20 min 57.5 20.3 25 min 65.7 18.6 30 min 73.2 17.2 45 min 92.4 14.5 1 hour 108 12.7 1.5 hour 135 10.6 2 hour 157 9.2 3 hour 193 7.6 4.5 hour 237 6.2 6 hour 273 5.4 9 hour 333 4.4 12 hour 384 3.8 18 hour 469 3.1 24 hour 541 2.7 30 hour 604 2.4 36 hour 660 2.2 48 hour 757 1.9 72 hour 908 1.5 96 hour 1020 1.3 120 hour 1100 1.1 144 hour 1160 0.9 168 hour 1190 0.8

A1 Full Size

29 November 2018Acad No. 3527SK66

3527SK66

NORTHERN SANDS DMPA

Potential Sediment Pond Inundation

CAIRNS SHIPPING DEVELOPMENT

1:2000

binder1 - city of cairns › __data › assets › pdf_file › ... · 2019-06-24 · brisbane $...

Documents