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
Soil Rock Calibration
Client: Report No.:
Workorder No.Address: Test Date:
Report Date:Project:
Client Id.: Depth (m):
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
COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils
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)
Trilab Pty LtdABN 25 065 630 506
REP06201
Laboratory Number 9926
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
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
15
Collapse Potential (Ic) = 8.2 %
Wet Density (t/m3): 1.44 Initial Moisture (%): 11.3 Test Condition:
Particle Density (t/m3): 2.58 Initial Voids Ratio: 0.988 Initial Degree of Saturation (%): 29.7
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
0.73
0.78
0.83
0.88
0.93
0.98
1.03
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
Soil Rock Calibration
Client: Report No.:
Workorder No.Address: Test Date:
Report Date:Project:
Client Id.: Depth (m):
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
COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils
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
Cv (m2/yr) % ConsolidationCa x 10-3Mv (kPa-1x10-3)
Trilab Pty LtdABN 25 065 630 506
REP06201
Laboratory Number 9926
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
Soil Rock Calibration
chrisc 1919
Client: Report No.:
Workorder No.Address: Test Date:
Report Date:Project:
Client Id.: Depth (m):
Description:
0.4
0.6
0
5
Collapse Potential (Ic) = 0.0 %
Wet Density (t/m3): 1.97 Initial Moisture (%): 12.5 Test Condition:
Particle Density (t/m3): 2.58 Initial Voids Ratio: 0.477 Initial Degree of Saturation (%): 68.4
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
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
-0.6
-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
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
Soil Rock Calibration
Client: Report No.:
Workorder No.Address: Test Date:
Report Date:Project:
Client Id.: Depth (m):
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
COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils
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
Cv (m2/yr) % ConsolidationCa x 10-3Mv (kPa-1x10-3)
Trilab Pty LtdABN 25 065 630 506
REP06201
Laboratory Number 9926
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
Soil Rock Calibration
chrisc 1919
Client: Report No.:
Workorder No.Address: Test Date:
Report Date:Project:
Client Id.: Depth (m):
Description:
0.6
0.8
0
5
Collapse Potential (Ic) = 0.1 %
Wet Density (t/m3): 1.85 Initial Moisture (%): 16.4 Test Condition:
Particle Density (t/m3): 2.58 Initial Voids Ratio: 0.627 Initial Degree of Saturation (%): 67.9
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
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
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
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
Soil Rock Calibration
Client: Report No.:
Workorder No.Address: Test Date:
Report Date:Project:
Client Id.: Depth (m):
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
COLLAPSE POTENTIAL TEST REPORTASTM: D5333-03 - Standard Test Method for Measurement of Collapse Potential of Soils
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
Cv (m2/yr) % ConsolidationCa x 10-3Mv (kPa-1x10-3)
Trilab Pty LtdABN 25 065 630 506
REP06201
Laboratory Number 9926
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
Soil Rock Calibration
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.
Tested at Trilab Brisbane Laboratory.
Authorised Signatory
C. Channon
ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING
Brisbane Perth
Soil Rock Calibration
Client Report No.
Workorder No.Address Test Date
Report DateProjectClient ID
Description Sample Type
AS1289.5.1.1 - Standard Compaction
De-Ionized
Depth (m)
101.0
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
1.66
17.0
17.2
0 % / 9.5 mm
94.8
Laboratory No. 9926
101.9 / 85.4 mm
PERMEABILITY k(20) =
Page: 1 of 1
4.9 x 10 (m/sec)
1.84
Authorised Signatory
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)
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.
Tested at Trilab Brisbane Laboratory.
Authorised Signatory
T. Lockhart
ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING
Brisbane Perth
Soil Rock Calibration
Client Report No.
Workorder No.Address Test Date
Report DateProjectClient ID
Description Sample Type
AS1289.5.1.1 - Standard Compaction
De-Ionized
Depth (m)
98.9
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
1.73
14.5
14.3
0 % / 9.5 mm
95.2
Laboratory No. 9926
101.8 / 85.4 mm
PERMEABILITY k(20) =
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)
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.
Tested at Trilab Brisbane Laboratory.
Authorised Signatory
C. Channon
ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING
Brisbane Perth
Soil Rock Calibration
Client Report No.
Workorder No.Address Test Date
Report DateProjectClient ID
Description Sample Type
AS1289.5.1.1 - Standard Compaction
De-Ionized
Depth (m)
1.45
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
1.30
11.0
11.0
0 % / 9.5 mm
Laboratory No. 9926
91.2 / 76.4 mm
PERMEABILITY k(20) =
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)
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.
Tested at Trilab Brisbane Laboratory.
Authorised Signatory
T. Lockhart
ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING
Brisbane Perth
Soil Rock Calibration
Client Report No.
Workorder No.Address Test Date
Report DateProjectClient ID
Description Sample Type
AS1289.5.1.1 - Standard Compaction
De-Ionized
Depth (m)
1.44
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
1.30
11.0
11.1
0 % / 9.5 mm
Laboratory No. 9926
101.8 / 85.4 mm
PERMEABILITY k(20) =
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)
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.
Tested at Trilab Brisbane Laboratory.
Authorised Signatory
T. Lockhart
ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING
Brisbane Perth
Soil Rock Calibration
Client Report No.
Workorder No.Address Test Date
Report DateProjectClient ID
Description Sample Type
AS1289.5.1.1 - Standard Compaction
De-Ionized
Depth (m)
1.44
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
1.30
11.0
11.1
0 % / 9.5 mm
Laboratory No. 9926
101.8 / 85.4 mm
PERMEABILITY k(20) =
Page: 1 of 1
1.1 x 10 (m/sec)
1.30
Authorised Signatory
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)
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.
Tested at Trilab Brisbane Laboratory.
Authorised Signatory
T. Lockhart
ACCURATE QUALITY RESULTS FOR TOMORROW'S ENGINEERING
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
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