hilf density ratio report - somerfieldsomerfield.com.au/wp-content/uploads/2016/05/hilf...14.2 7.6...
TRANSCRIPT
Client : Report Number:1130147 - 51
Address : Report Date :23/10/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3339 141-3340 141-3341 141-3342
Test Number : 1 2 3 4
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller Joe Fuller Joe Fuller
Date Sampled : 17/10/2014 17/10/2014 17/10/2014 17/10/2014
Time Sampled : 09:30 09:30 09:30 09:30
Material Type : VARIOUS VARIOUS VARIOUS VARIOUS
Material Source : IMPORTED FILL IMPORTED FILL IMPORTED FILL IMPORTED FILL
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED AS ATTACHED AS ATTACHED
TEST LAYER: 0.6m BELOW
F.L
TEST LAYER: 0.3m BELOW
F.L
TEST LAYER: 0.3m BELOW
F.L
TEST LAYER: 0.8m BELOW
F.L
Test Depth (mm ) : 275 275 275 275
Layer Depth (mm) : 300 300 300 300
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 0 0 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 11.9 14.5 14.2 7.6
Hilf MDR Number : 141-3339 141-3340 141-3341 141-3342
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 92.0 102.5 101.5 78.0
Field Wet Density (t/m³) : 2.13 2.11 2.12 1.99
Optimum Moisture Content (%) : 12.9 14.2 14.0 9.7
Moisture Variation : 1.0% Dry of OMC 0.5% Wet of OMC 0.0% Wet of OMC 2.0% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.15 2.12 2.08 1.96
Hilf Density Ratio (%) : 99.0 99.5 102.0 101.5
Minimum Specification :
Moisture Specification :
Site Selection : Civiltest Civiltest Civiltest Civiltest
Soil Description :CLAY Sandy Silty, Brown
OrangeCLAY Sandy Silty, Brown CLAY Silty, Brown SAND Clayey, Orange
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 1 of 2
Client : Report Number:1130147 - 51
Address : Report Date :23/10/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3343 141-3344 141-3345 141-3346
Test Number : 5 6 7 8
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller Joe Fuller Joe Fuller
Date Sampled : 17/10/2014 17/10/2014 17/10/2014 17/10/2014
Time Sampled : 09:30 09:30 09:30 09:30
Material Type : VARIOUS VARIOUS VARIOUS VARIOUS
Material Source : IMPORTED FILL IMPORTED FILL IMPORTED FILL IMPORTED FILL
Sample Location : SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED AS ATTACHED AS ATTACHED
0.8m BELOW F.LTEST LAYER: 0.8m BELOW
F.L
TEST LAYER: 0.4m BELOW
F.L
TEST LAYER: 0.4m BELOW
F.L
Test Depth (mm ) : 275 275 275 275
Layer Depth (mm) : 300 300 300 300
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 0 0 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 16.1 15.1 16.8 15.4
Hilf MDR Number : 141-3343 141-3344 141-3345 141-3346
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 111.0 100.0 116.0 108.0
Field Wet Density (t/m³) : 2.11 2.10 2.05 2.07
Optimum Moisture Content (%) : 14.4 15.1 14.5 14.3
Moisture Variation : 1.5% Wet of OMC 0.0% Wet of OMC 2.5% Wet of OMC 1.0% Wet of OMC
Peak Converted Wet Density
(t/m³) :2.14 2.12 2.15 2.15
Hilf Density Ratio (%) : 98.5 99.0 95.0 96.5
Minimum Specification :
Moisture Specification :
Site Selection : Civiltest Civiltest Civiltest Civiltest
Soil Description : CLAY Silty, Brown CLAY Silty, Brown CLAY Silty, Brown CLAY Silty, Brown
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 2 of 2
LOCATION OF TEST SITES: SOMERFIELD ESTATE STAGE 29, KEYSBOROUGH
Denotes Test Locations NOT TO SCALE
THIS SKETCH IS NOT INTENDED TO BE AN ACCURATE DEPICTION OF THE NUMBER, SIZE
OR LOCATION OF TREES AND/OR SHRUBS
1
Report No: 1130147.51 Plan 1 of 1
2
3
4
5
6 7
8
Client : Report Number:1130147 - 52
Address : Report Date :23/10/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3347 141-3348
Test Number : 1 2
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller
Date Sampled : 18/10/2014 18/10/2014
Time Sampled : 08:00 08:00
Material Type : VARIOUS VARIOUS
Material Source : IMPORTED FILL IMPORTED FILL
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED
TEST LAYER: 0.3m BELOW
F.L
TEST LAYER: 0.4m BELOW
F.L
Test Depth (mm ) : 125 125
Layer Depth (mm) : 150 150
Maximum Size (mm) : 19 19
Oversize Wet (%) : 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 11.8 12.6
Hilf MDR Number : 141-3347 141-3348
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 96.5 114.5
Field Wet Density (t/m³) : 2.09 2.09
Optimum Moisture Content (%) : 12.3 11.0
Moisture Variation : 0.5% Dry of OMC 1.5% Wet of OMC
Peak Converted Wet Density
(t/m³) :2.20 2.20
Hilf Density Ratio (%) : 95.0 95.0
Minimum Specification :
Moisture Specification :
Site Selection : Client Selected Client Selected
Soil Description :CLAY Sandy Silty, Orange
Brown
CLAY Sandy Silty, Grey
Brown
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 1 of 1
LOCATION OF TEST SITES: SOMERFIELD ESTATE STAGE 29, KEYSBOROUGH
Denotes Test Locations NOT TO SCALE
THIS SKETCH IS NOT INTENDED TO BE AN ACCURATE DEPICTION OF THE NUMBER, SIZE
OR LOCATION OF TREES AND/OR SHRUBS
1
Report No: 1130147.52 Plan 1 of 1
2
Client : Report Number:1130147 - 54
Address : Report Date :28/10/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3370 141-3371 141-3372 141-3373
Test Number : 1 2 3 4
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller Joe Fuller Joe Fuller
Date Sampled : 20/10/2014 20/10/2014 20/10/2014 20/10/2014
Time Sampled : 10:00 10:00 10:00 10:00
Material Type : VARIOUS VARIOUS VARIOUS VARIOUS
Material Source : IMPORTED FILL IMPORTED FILL IMPORTED FILL IMPORTED FILL
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED AS ATTACHED AS ATTACHED
TEST LAYER: 0.3m BELOW
F.L
TEST LAYER: 0.35m BELOW
F.L
TEST LAYER: 0.5m BELOW
F.L
TEST LAYER: 0.5m BELOW
F.L
Test Depth (mm ) : 275 275 275 275
Layer Depth (mm) : 300 300 300 300
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 0 0 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 9.7 7.2 11.0 13.1
Hilf MDR Number : 141-3370 141-3371 141-3372 141-3373
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 78.5 73.0 87.5 96.5
Field Wet Density (t/m³) : 2.07 1.93 1.95 2.06
Optimum Moisture Content (%) : 12.3 9.9 12.6 13.5
Moisture Variation : 2.5% Dry of OMC 2.5% Dry of OMC 1.5% Dry of OMC 0.5% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.15 2.03 2.12 2.16
Hilf Density Ratio (%) : 96.0 95.0 92.5 96.0
Minimum Specification :
Moisture Specification :
Site Selection : Civiltest Civiltest Civiltest Civiltest
Soil Description : CLAY Sandy, Brown CLAY Sandy, OrangeCLAY Sandy Silty, Orange
BrownCLAY Sandy Silty, Brown
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 1 of 2
Client : Report Number:1130147 - 54
Address : Report Date :28/10/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3374 141-3375
Test Number : 5 6
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller
Date Sampled : 20/10/2014 20/10/2014
Time Sampled : 10:00 10:00
Material Type : VARIOUS VARIOUS
Material Source : IMPORTED FILL IMPORTED FILL
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED
TEST LAYER: 0.7m BELOW
F.L
TEST LAYER: 0.5m BELOW
F.L
Test Depth (mm ) : 275 275
Layer Depth (mm) : 300 300
Maximum Size (mm) : 19 19
Oversize Wet (%) : 5 0
Oversize Density (t/m³) : 2.448
Field Moisture Content (%) : 12.6 12.0
Hilf MDR Number : 141-3374 141-3375
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 98.0 95.5
Field Wet Density (t/m³) : 2.11 2.06
Optimum Moisture Content (%) : 12.8 12.6
Moisture Variation : 0.0% Dry of OMC 0.5% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.19 2.17
Hilf Density Ratio (%) : 96.5 95.0
Minimum Specification :
Moisture Specification :
Site Selection : Civiltest Civiltest
Soil Description :CLAY Sandy Silty, Dark
BrownCLAY Sandy, Grey Brown
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 2 of 2
LOCATION OF TEST SITES: SOMERFIELD ESTATE STAGE 29, KEYSBOROUGH
Denotes Test Locations NOT TO SCALE
THIS SKETCH IS NOT INTENDED TO BE AN ACCURATE DEPICTION OF THE NUMBER, SIZE
OR LOCATION OF TREES AND/OR SHRUBS
1
Report No: 1130147.54 Plan 1 of 1
2
6
5
3
4
Client : Report Number:1130147 - 55
Address : Report Date :30/10/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3446 141-3447 141-3448 141-3449
Test Number : 1 2 3 4
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller Joe Fuller Joe Fuller
Date Sampled : 23/10/2014 23/10/2014 23/10/2014 23/10/2014
Time Sampled : 15:00 15:00 15:00 15:00
Material Type : FILL FILL FILL FILL
Material Source : IMPORTED FILL IMPORTED FILL IMPORTED FILL IMPORTED FILL
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED AS ATTACHED AS ATTACHED
TEST LAYER: FINISH LEVEL TEST LAYER: FINISH LEVEL TEST LAYER: FINISH LEVEL TEST LAYER: FINISH LEVEL
Test Depth (mm ) : 275 275 275 275
Layer Depth (mm) : 300 300 300 300
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 0 0 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 8.6 8.5 7.3 7.3
Hilf MDR Number : 141-3446 141-3447 141-3448 141-3449
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 76.5 75.0 65.5 62.5
Field Wet Density (t/m³) : 1.99 2.01 1.86 1.92
Optimum Moisture Content (%) : 11.2 11.4 11.2 11.7
Moisture Variation : 2.5% Dry of OMC 3.0% Dry of OMC 4.0% Dry of OMC 4.5% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.09 2.09 2.02 2.02
Hilf Density Ratio (%) : 95.5 96.0 92.0 95.0
Minimum Specification :
Moisture Specification :
Site Selection : Civiltest Civiltest Civiltest Civiltest
Soil Description :CLAY Sandy, ORANGE
BROWN
CLAY Sandy, ORANGE
BROWN
CLAY Sandy, ORANGE
BROWN
CLAY Sandy, ORANGE
BROWN
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Darren Ashdown - Lab Co-Ordinator
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 1 of 2
Client : Report Number:1130147 - 55
Address : Report Date :30/10/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3450 141-3451
Test Number : 5 6
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller
Date Sampled : 23/10/2014 23/10/2014
Time Sampled : 15:00 15:00
Material Type : FILL FILL
Material Source : IMPORTED FILL IMPORTED FILL
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED
TEST LAYER: FINISH LEVEL TEST LAYER: FINISH LEVEL
Test Depth (mm ) : 275 275
Layer Depth (mm) : 300 300
Maximum Size (mm) : 19 19
Oversize Wet (%) : 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 9.3 9.6
Hilf MDR Number : 141-3450 141-3451
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 82.5 89.0
Field Wet Density (t/m³) : 2.00 2.09
Optimum Moisture Content (%) : 11.3 10.8
Moisture Variation : 2.0% Dry of OMC 1.0% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.13 2.13
Hilf Density Ratio (%) : 94.0 98.0
Minimum Specification :
Moisture Specification :
Site Selection : Civiltest Civiltest
Soil Description :CLAY Sandy, ORANGE
BROWN
CLAY Sandy, ORANGE
BROWN
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Darren Ashdown - Lab Co-Ordinator
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 2 of 2
LOCATION OF TEST SITES: SOMERFIELD ESTATE STAGE 29, KEYSBOROUGH
Denotes Test Locations NOT TO SCALE
THIS SKETCH IS NOT INTENDED TO BE AN ACCURATE DEPICTION OF THE NUMBER, SIZE
OR LOCATION OF TREES AND/OR SHRUBS
3
Report No: 1130147.55 Plan 1 of 1
4
6
5
2
1
Client : Report Number:1130147 - 56
Address : Report Date :10/11/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3528 141-3529 141-3530 141-3531
Test Number : 1 2 3 4
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller Joe Fuller Joe Fuller
Date Sampled : 28/10/2014 28/10/2014 28/10/2014 28/10/2014
Time Sampled : 09:45 09:45 09:45 09:45
Material Type : VARIOUS VARIOUS VARIOUS VARIOUS
Material Source : IMPORTED FILL IMPORTED FILL IMPORTED FILL IMPORTED FILL
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED AS ATTACHED AS ATTACHED
TEST LAYER: FINISH LEVEL TEST LAYER: FINISH LEVEL TEST LAYER: FINISH LEVEL TEST LAYER: FINISH LEVEL
Test Depth (mm ) : 275 275 275 275
Layer Depth (mm) : 300 300 300 300
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 0 0 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 8.7 8.8 7.8 10.3
Hilf MDR Number : 141-3528 141-3529 141-3530 141-3531
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 79.0 83.5 65.5 84.5
Field Wet Density (t/m³) : 1.93 1.89 2.12 2.12
Optimum Moisture Content (%) : 11.0 10.6 11.9 12.2
Moisture Variation : 2.5% Dry of OMC 2.0% Dry of OMC 4.0% Dry of OMC 2.0% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.02 1.99 2.07 2.11
Hilf Density Ratio (%) : 95.5 95.0 102.5 100.5
Minimum Specification :
Moisture Specification :
Site Selection : Civiltest Civiltest Civiltest Civiltest
Soil Description : SAND Clayey, Orange SAND Clayey, Orange SAND Clayey, Orange SAND Clayey, Orange
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 1 of 1
LOCATION OF TEST SITES: SOMERFIELD ESTATE STAGE 29, KEYSBOROUGH
Denotes Test Locations NOT TO SCALE
THIS SKETCH IS NOT INTENDED TO BE AN ACCURATE DEPICTION OF THE NUMBER, SIZE
OR LOCATION OF TREES AND/OR SHRUBS
3
Report No: 1130147.56 Plan 1 of 1
4
2
1
Client : Report Number:1130147 - 58
Address : Report Date :13/11/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3591 141-3592 141-3593 141-3594
Test Number : 1 2 3 4
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Pace Joe Pace Joe Pace Joe Pace
Date Sampled : 7/11/2014 7/11/2014 7/11/2014 7/11/2014
Time Sampled : 09:00 09:00 09:00 09:00
Material Type : VARIOUS VARIOUS VARIOUS VARIOUS
Material Source : SITE DERIVED SITE DERIVED SITE DERIVED SITE DERIVED
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED AS ATTACHED AS ATTACHED
RETEST OF 141-3448 RETEST OF 141-3450 RETEST OF 141-3372
TEST LAYER: FINISH
SURFACE
TEST LAYER: FINISH
SURFACE
TEST LAYER: 0.5m BELOW
F.S.
TEST LAYER: FINISH
SURFACE
Test Depth (mm ) : 275 275 275 275
Layer Depth (mm) : 300 300 300 300
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 0 0 0 7
Oversize Density (t/m³) : 2.451
Field Moisture Content (%) : 6.7 5.5 5.7 11.2
Hilf MDR Number : 141-3591 141-3592 141-3593 141-3594
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 65.0 53.5 49.5 81.0
Field Wet Density (t/m³) : 2.07 1.97 1.85 2.11
Optimum Moisture Content (%) : 10.3 10.2 11.5 13.9
Moisture Variation : 3.5% Dry of OMC 4.5% Dry of OMC 6.0% Dry of OMC 2.5% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.03 1.96 1.95 2.05
Hilf Density Ratio (%) : 102.0 100.5 95.0 103.0
Minimum Specification :
Moisture Specification :
Site Selection : Client Selected Client Selected Client Selected Client Selected
Soil Description : SAND Clayey, Orange SAND Clayey, Orange SAND Clayey, Orange CLAY Sandy Gravelly, Brown
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 1 of 2
Client : Report Number:1130147 - 58
Address : Report Date :13/11/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3595 141-3596 141-3597
Test Number : 5 6 7
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Pace Joe Pace Joe Pace
Date Sampled : 7/11/2014 7/11/2014 7/11/2014
Time Sampled : 09:00 09:00 09:00
Material Type : VARIOUS VARIOUS VARIOUS
Material Source : SITE DERIVED SITE DERIVED SITE DERIVED
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED AS ATTACHED
TEST LAYER: FINISH
SURFACE
TEST LAYER: FINISH
SURFACE
TEST LAYER: FINISH
SURFACE
Test Depth (mm ) : 275 275 275
Layer Depth (mm) : 300 300 300
Maximum Size (mm) : 19 19 19
Oversize Wet (%) : 0 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 16.1 9.1 8.3
Hilf MDR Number : 141-3595 141-3596 141-3597
Compactive Effort : Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 100.0 80.0 90.5
Field Wet Density (t/m³) : 2.04 1.87 1.90
Optimum Moisture Content (%) : 16.1 11.4 9.2
Moisture Variation : 0.0% Wet of OMC 2.5% Dry of OMC 1.0% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.10 2.11 2.04
Hilf Density Ratio (%) : 97.5 88.5 93.5
Minimum Specification :
Moisture Specification :
Site Selection : Client Selected Client Selected Client Selected
Soil Description : CLAY Silty, Brown SAND Clayey, Orange SAND Clayey, Orange
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 2 of 2
LOCATION OF TEST SITES: SOMERFIELD ESTATE STAGE 29, KEYSBOROUGH
Denotes Test Locations NOT TO SCALE
THIS SKETCH IS NOT INTENDED TO BE AN ACCURATE DEPICTION OF THE NUMBER, SIZE
OR LOCATION OF TREES AND/OR SHRUBS
3
Report No: 1130147.58 Plan 1 of 1
4
2
1 5
6 7
Client : Report Number:1130147 - 59
Address : Report Date :14/11/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3619 141-3620 141-3621 141-3622
Test Number : 1 2 3 4
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Pace Joe Pace Joe Pace Joe Pace
Date Sampled : 10/11/2014 10/11/2014 10/11/2014 10/11/2014
Time Sampled : 14:00 14:00 14:00 14:00
Material Type : VARIOUS VARIOUS VARIOUS VARIOUS
Material Source : SITE DERIVED SITE DERIVED SITE DERIVED SITE DERIVED
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED AS ATTACHED AS ATTACHED
TEST LAYER: FINISHED
SURFACE
TEST LAYER: FINISHED
SURFACE
TEST LAYER: FINISHED
SURFACE
TEST LAYER: FINISHED
SURFACE
Test Depth (mm ) : 275 275 275 275
Layer Depth (mm) : 300 300 300 300
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 0 0 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 9.6 10.2 10.3 11.0
Hilf MDR Number : 141-3619 141-3620 141-3621 141-3622
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 80.5 87.0 97.0 94.0
Field Wet Density (t/m³) : 2.05 2.02 2.17 2.10
Optimum Moisture Content (%) : 11.9 11.7 10.6 11.6
Moisture Variation : 2.5% Dry of OMC 1.5% Dry of OMC 0.5% Dry of OMC 0.5% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.15 2.12 2.19 2.19
Hilf Density Ratio (%) : 95.5 95.0 99.0 96.0
Minimum Specification :
Moisture Specification :
Site Selection : Client Selected Client Selected Client Selected Client Selected
Soil Description : CLAY Sandy, Orange Grey CLAY Sandy, Orange Grey CLAY Sandy, Orange Grey CLAY Sandy, Orange Grey
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 1 of 1
LOCATION OF TEST SITES: SOMERFIELD ESTATE STAGE 29, KEYSBOROUGH
Denotes Test Locations NOT TO SCALE
THIS SKETCH IS NOT INTENDED TO BE AN ACCURATE DEPICTION OF THE NUMBER, SIZE
OR LOCATION OF TREES AND/OR SHRUBS
3
Report No: 1130147.59 Plan 1 of 1
4
21
Client : Report Number:1130147 - 60
Address : Report Date :17/11/2014
Project Name : Order Number :-
Project Number : 1130147 Test Method : AS1289.5.7.1
Location: KEYSBOROUGH , VIC
Sample Number : 141-3642 141-3643
Test Number : 1 2
Sampling Method : AS1289.1.2.1 (6.4) AS1289.1.2.1 (6.4)
Sampled By : Joe Fuller Joe Fuller
Date Sampled : 12/11/2014 12/11/2014
Time Sampled : 10:00 10:00
Material Type : VARIOUS VARIOUS
Material Source : IMPORTED FILL IMPORTED FILL
Sample Location : LOCATION: SEE PLAN LOCATION: SEE PLAN
AS ATTACHED AS ATTACHED
RETEST OF 141-3596 RETEST OF 141-3597
TEST LAYER: FINISH LEVEL TEST LAYER: FINISH LEVEL
Test Depth (mm ) : 275 275
Layer Depth (mm) : 300 300
Maximum Size (mm) : 19 19
Oversize Wet (%) : 0 0
Oversize Density (t/m³) :
Field Moisture Content (%) : 7.5 6.0
Hilf MDR Number : 141-3642 141-3643
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS1289.2.1.1 AS1289.2.1.1
Moisture Ratio (%) : 62.5 55.5
Field Wet Density (t/m³) : 1.94 2.00
Optimum Moisture Content (%) : 12.0 10.8
Moisture Variation : 4.5% Dry of OMC 5.0% Dry of OMC
Peak Converted Wet Density
(t/m³) :2.03 2.05
Hilf Density Ratio (%) : 95.0 97.5
Minimum Specification :
Moisture Specification :
Site Selection : Civiltest Civiltest
Soil Description : SAND Clayey, Orange SAND Clayey, Orange
Remarks :
Document Code RF89-34
Accredited for compliance with ISO/IEC 17025.
APPROVED SIGNATORY
Scott Walsh - Lab Manager
NATA Accreditation Number
1407
-
Hilf Density Ratio Report
BAYPORT INDUSTRIES PTY LTD
55 COLEMANS ROAD, CARRUM DOWNS, VIC,
3201
SOMERFIELD STAGE 29
Page 1 of 1
LOCATION OF TEST SITES: SOMERFIELD ESTATE STAGE 29, KEYSBOROUGH
Denotes Test Locations NOT TO SCALE
THIS SKETCH IS NOT INTENDED TO BE AN ACCURATE DEPICTION OF THE NUMBER, SIZE
OR LOCATION OF TREES AND/OR SHRUBS
Report No: 1130147.60 Plan 1 of 1
21