Newland Developers Pty Ltd
Level 1 Inspection and Testing - Stage 66,
Warralily Armstrong Creek Development
GEOTABTF08569AA - BY
5 October 2015
This page has been left intentionally blank
Level 1 Inspection and Testing - Stage 66, Warralily Armstrong
Creek Development
Prepared for
Newland Developers Pty Ltd
Prepared by
Level 1, 436 Johnston Street
Abbotsford VIC 3067 Australia
t: +61 3 9290 7029
f: +61 3 9290 7499
5 October 2015
Document authorisation
Our ref: GEOTABTF08569AA - BY
For and on behalf of Coffey
David Annan
Associate Geotechnical Engineer
Quality information
Revision history
Revision
Description
Date
Author
Reviewer
Signatory
0
Level 1 Report
01/10/2015
MB/JL
DBA
DBA
1
Level 1 Report
05/10/2015
MB/JL
DBA
DBA
Distribution
Report Status
No. of copies
Format
Distributed to
Date
Report v.1
1
PDF/Paper
Martin O’Hanlon
05/10/2015
Report v.1
1
Paper
Coffey Library
05/10/2015
Coffey Geotechnics Pty Ltd
ABN: 93 056 929 483
i
Table of contents
1.
Introduction .................................................................................................................................. 1
2.
Project Summary ......................................................................................................................... 1
3.
Specification/work instructions .................................................................................................... 1
4.
Fill Material .................................................................................................................................. 2
5.
Plant ............................................................................................................................................ 2
6.
Earthworks................................................................................................................................... 2
7.
6.1.
Subgrade assessment ...................................................................................................... 3
6.2.
Fill construction ................................................................................................................. 3
6.3.
Survey data and fill thickness............................................................................................ 3
6.3.1.
Central Fill Pad ..................................................................................................... 3
6.3.2.
Eastern Fill Pad .................................................................................................... 4
6.3.3.
Southern Fill Pad .................................................................................................. 4
6.3.4.
Western Fill Pad ................................................................................................... 4
6.3.5.
North / Western Fill Pad ....................................................................................... 4
Testing and results ...................................................................................................................... 4
7.1.
Field Density Tests ............................................................................................................ 4
7.2.
Dynamic Cone Penetrometer (DCP) tests ........................................................................ 5
8.
Exclusions ................................................................................................................................... 6
9.
Statement of compliance ............................................................................................................. 6
Important information about your Coffey Report
Tables
Table 1: Dynamic Cone Penetrometer Test Results .......................................................................... 5
Appendices
Figures
Appendix A – Laboratory Reports
Appendix B –Survey 0595E-66-WC-001 - REV 0,
Appendix C - Extract from specification by SME, ref 0557esb-24
ii
Level 1 Inspection and Testing, Stage 66, Warralily Armstrong Creek Development
1.
Introduction
This report presents the results of the Level 1 Inspection and Testing for fill placement within Stage
66 of Warralily Estate Armstrong Creek Development.
The works were commissioned by Martin O’Hanlon of Newland Developers Pty Ltd (Newland).
2.
Project Summary
We understand that Newland requires fill placement within Stage 66 of the Warralily Armstrong Creek
Development in the areas as shown in Figure 1, to be constructed under Level 1 Inspection and
Testing undertaken by a Geotechnical Inspection and Testing Authority (GITA).
Level 1 Inspection and Testing, as defined in AS3798-2007 “Guidelines on Earthworks for
Commercial and Residential Development,” provides for full time inspection of the construction of
controlled fill and field and laboratory testing in accordance with AS1289 “Methods of Testing Soils for
Engineering Purposes”.
The Level 1 Inspection was undertaken by geotechnical professionals from Coffey over 2 periods
from 27 November to 12 December 2013 and the 17 March to 30 April 2015.
The earthworks contractor for the project was Winslow Constructors (Winslow). Coffey undertook the
compaction control testing in their NATA accredited laboratory, as part of the Level 1 Inspection and
Testing process.
This report is applicable to fill placed by Winslow within Stage 66 of the Warralily Development in the
areas shown in Figure 1, excluded works such as trench backfill, foot paths, landscaping fill or topsoil
are noted in section 8 of this report. The filling area encompasses five fill pads as listed below:





Eastern Fill Pad - Inclusive of the area within lots #6601 to #6606;
Central Pad - Inclusive of the area within lots #6621 to #6638;
North / West Fill Pad - Inclusive of the area within lots #6620, #6639 & #6640;
Western Fill Pad - Inclusive of the area within lots #6613 to #6619;
Southern Fill Pad - Inclusive of the area within lots #6607 to #6612.
As part of the Central fill pad, there was an existing dam under allocated lots #6627 to #6632. The
sludge was removed down to subgrade, which was approximately 3m in depth. Subgrade was
assessed and then ripped, moisture conditioned & proof-rolled prior to the placement of fill in the dam
excavation.
3.
Specification/work instructions
The specification for the project was prepared by SMEC Australia Pty Ltd (SMEC) for Armstrong
Creek Development Corporation Pty Ltd under reference number 0557ESB-24. An extract from the
specification was provided to Coffey in an email sent by Shane McGlynn from SMEC on 5 October
2012. This extract is provided in Appendix C and a short summary is provided below:

All filling in excess of 300mm depth within the building envelope of allotments shall be
undertaken to specifications satisfying the requirements of AS 3798-1996 “Guidelines on
Earthworks for Commercial and Residential Development”.
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5 October 2015
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Level 1 Inspection and Testing, Stage 66, Warralily Armstrong Creek Development

All such filling works shall be undertaken with supervision to the standard detailed as “Level 1
Inspection and Testing” in AS 3798-2007, such that the supervisor will issue a notice detailing
that the works comply with the specifications and drawings.

Material to be used for fill construction shall satisfy the requirements of AS 3798-2007

Fill to be compacted in near horizontal layers not exceeding 250mm loose thickness

Compaction to achieve a dry density ratio of at least 95% Standard; and

Moisture content of the fill material is to be within ±3% of the Standard Optimum Moisture
Content (SOMC).
4.
Fill Material
Fill used for the construction of Stage 66 was comprised of locally sourced clay and stockpiled soils
sourced from other stages within the Armstrong Creek Development.

Previously stockpiled fill on stage 66

Stage 59

Stage 61

Stage 63

Stage 64

2E & 2F Pond
5.
Plant
The following machinery was used on-site for the earthworks on stage 66.
6.

Water-cart

Pad-foot roller CAT CP56B

Bulldozer CAT D6K-XL

Compactor CAT 815F2

Excavator Komatsu PC200

Dump truck CAT B30D

Scraper CAT 627H
Earthworks
The earthworks for this project included stripping of topsoil, assessment, remediation and proof rolling
the subgrade, and, placement and compaction of fill to construct engineered fill platforms.
Coffey
GEOTABTF08569AA - BY
5 October 2015
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Level 1 Inspection and Testing, Stage 66, Warralily Armstrong Creek Development
6.1. Subgrade assessment
The subgrade assessment of each fill pad was undertaken on the following dates:






Dam Excavation – 16/03/15
Eastern Fill Pad – 19/03/15
Central Pad – 20/03/15
North / West Fill Pad – Previously done under level 1 fill
Western Fill Pad – Previously done under level 1 fill
Southern Fill Pad – 20/03/15
Subgrade assessment was undertaken by Coffey following the removal of topsoil and before any fill
was placed. In these areas the subgrade comprised of natural clay. No soft spots were observed
during the subgrade proof rolling.
6.2. Fill construction
Fill material was placed generally in loose layers varying in thickness from 200mm to 250mm.
Compacted layers were approximately 150mm to 250mm thick.
Locally sourced fill from other stages of the Armstrong Creek Development was trucked in and spread
with a compactor. A water cart and compactor were present onsite during works for conditioning and
compacting. Three scrapers were used for stripping of topsoil and Dump Truck was used for the
placement of fill. Excavators were used for some works such as clearing.
Coffey’s Level 1 Inspector was on site on a full time basis during the placement, compaction and
testing of the fill on the dates noted in Section 1 of this report.
6.3. Survey data and fill thickness
Winslow Constructions conducted a survey of the site in two stages as follows:
-
At subgrade level, prior to the removal of topsoil;
-
At subgrade level on the pads following the topsoil removal;
-
At finished level, prior to placement of topsoil;
-
At finished level, post topsoil placement ;
SMS’s survey plan is provided in Appendix B of this report under reference number 0595E-66-WC001 - REV 0, dated 24 July 2015.
6.3.1.
Central Fill Pad
Based on the survey data, the fill thickness within the Central Pad ranged from 0.3m and up to
maximum of 1.2m. The maximum layer thickness is assessed to be approximately 0.2m. This pad
was filled with up to 6 layers which provide a total layer thickness consistent with the project
specification.
The central pad contained a dam that needed to be filled. This area required a fill thickness of 4.4m
and contained 16 layers. The first 2 layers resulted in an approximate layer thickness of 0.3m,
followed by the remaining layers, approximately 0.25 mm meeting the project layer specifications.
Coffey
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Level 1 Inspection and Testing, Stage 66, Warralily Armstrong Creek Development
6.3.2.
Eastern Fill Pad
Based on the survey data, the fill thickness varied from 0.2m to 0.8m. The eastern pad comprises of 4
layers which equates to a maximum layer thickness of 0.2m which is consistent with the project layer
thickness specifications.
6.3.3.
Southern Fill Pad
Based on the survey data, the fill thickness within the Southern Pad ranged from 0.4m to 1.2m in the
area encompassing Lots 6607 to 6610 which was filled with up to 6 layers. This equated to a
maximum layer thickness of 0.2m which is consistent with the project layer thickness specification.
6.3.4.
Western Fill Pad
Based on the survey data, the fill thickness within the Western Pad ranged from 0.6m to1.5m, this pad
was filled with up to 5 layers. Four layers were completed in 2013 as part of Future Stages earthworks
whilst the final layer was conducted in 2015.
Based on the survey data, a maximum fill thickness of up to 1.5m is present in these areas. This
resulted in a maximum layer thickness of 0.3m. The maximum layer thickness is 0.05m thicker than
the required thickness as described in the specifications.
To confirm the consistency of the layers, Dynamic Cone Penetrometer (DCP) were conducted by
Coffey personnel. The results of the DCP tests indicate that the full 1.5 m thickness of fill has been
compacted to a similar standard. As such it is considered that the fill was placed in a method which is
consistent with the intent of the specifications. These results are discussed in section 7.2.
A swale drain located in lot 6613 required backfilling of 0.6m. Three layers were tested within the
swale drain producing a maximum layer thickness of 0.2m.
6.3.5.
North / Western Fill Pad
Based on the survey data, the fill thickness within the north-western pad ranged from 0.9m to 1.3m in
the area encompassing Lots 6620, 6639 and 6640 which was filled with up to 5 layers. Four layers
were completed in 2013 as “future stages” whilst the final layer was conducted in 2015.
Based on the survey data, a maximum fill thickness of up to 1.3m is present in these areas. This
resulted in a maximum layer thickness of 0.26m. The maximum layer thickness is 0.01m thicker than
the required thickness as described in the specifications.
To confirm the consistency of the layers, Dynamic Cone Penetrometer (DCP) were conducted by
Coffey personnel. The results of the DCP tests indicate that the full 1.3 m thickness of fill has been
compacted to a similar standard. As such it is considered that the fill was placed in a method which is
consistent with the intent of the specifications. These results are discussed in section 7.2.
7.
Testing and results
7.1. Field Density Tests
Field density testing was undertaken progressively on the compacted fill during the period of 17
March 2015 to 7 August 2015. Previous tests were conducted on this stage in the period of 27
November 2013 to 12 December 2013 titled “future stages”. Testing was undertaken under Type 1
Earthworks (large scale operations) as defined in Table 8.1 of the AS 3798-2007. The testing
Coffey
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5 October 2015
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Level 1 Inspection and Testing, Stage 66, Warralily Armstrong Creek Development
2
3
frequency specified 1 test per material type per layer per 2500m or 1 test per 500m or 3 tests per
working lot.
An alternate testing frequency specified under Type 4 (Confined operations) as defined in Table 8.1 of
2
the AS 3798 -2007, of 1 test per 2 layers per 50m was adopted where appropriate, during backfilling
of the dam located within the central pad and a swale drain located in the western pad.
The field density testing was conducted by Coffey and Ground Science and all laboratory testing was
performed in their NATA accredited laboratories. A Hilf compaction test was performed for each field
density test.
A total of 124 field density tests were performed during the earthworks. 17 of the 124 tests did not
meet the specified criteria and these areas were subsequently re-worked and re-tested with the
exception of test #47 in 2015 and #26 conducted in 2013. The remaining tests results met the
specified dry density ratio criteria of 95% Standard and moisture variation of ±3% of the Optimum
Moisture Content (OMC).
A summary of the test results obtained from the field density testing within Stage 66 fill platforms is
provided in a table presented as Figure 5 and Figure 6. The laboratory test reports of the field density
tests are presented in Appendix B.
7.2. Dynamic Cone Penetrometer (DCP) tests
As discussed in Sections 6.3.4 & 6.3.5, to assist in determining the uniformity and consistency of the
fill within the North Western pad and the western Pad where the survey spot levels indicated fill to
exceed the expected thicknesses of 0.3m and 0.5m respectively, Coffey’s personnel conducted 12
Dynamic Cone Penetrometer (DCP) tests from the finished fill surface on 24 April 2015 and 06
September 2015.
Tests DCP1 to DCP8 were conducted in the North western Pad within Lots 6620, 6639 and 6640. The
DCP tests returned results ranging from 2 to 8 blow counts per 0.1m penetration within the uppermost
0.8m below the surface level.
Tests DCP9 to DCP12 were conducted in the Western Pad on Lots 6613 to 6619. The DCP tests
returned results ranging from 2 to 12 blow counts per 0.1m penetration within 0.8m below the surface
level.
Based on the DCP test results as shown below in Table 1 and on the observations conducted under
the Level 1 monitoring in these two areas, it is considered that the fill has been compacted to a
standard that is consistent with the intent of the specifications. The locations of the individual DCP
tests are shown in Figure 4.
Table 1: Dynamic Cone Penetrometer Test Results
DCP Test #
Location/Lot #
Depth below
surface (m)
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
11
6640
2
6640
3
6620
8
8
5
5
4
2
2
2
5
4
4
3
3
3
2
3
3
4
4
3
3
2
3
3
Coffey
GEOTABTF08569AA - BY
5 October 2015
4
6620
5
6620
6
6620
7
6639
8
6639
9
6619
Blow counts per 0.1m depth penetration
3
3
2
3
5
5
7
4
4
4
6
10
4
7
5
3
4
12
3
4
6
3
3
2
4
4
3
3
3
5
3
5
3
2
2
3
4
3
2
3
2
4
2
10
6617
11
6616
12
6614
2
5
12
10
4
6
8
7
2
2
4
6
5
Level 1 Inspection and Testing, Stage 66, Warralily Armstrong Creek Development
8.
Exclusions
Trenches were excavated and backfilled on site for the installation of underground services such as
sewers, electrical conduits, water mains etc. Footpaths in the front of the lots were also observed to
be excavated and the adjacent areas filled during and after the Level 1 GITA services conducted by
Coffey. Uncontrolled fill and topsoil may have been placed as part of the landscaping of the site
following the completion of the engineered fill construction.
Coffey was not involved in monitoring and testing these works and as such are not included in the
Level 1 report. The excluded areas are shown in Figure 1.
9.
Statement of compliance
Coffey personnel have provided Level 1 Inspection and testing services during the construction of the
five engineered fill areas within Stage 66 as shown in Figure 1. A geotechnical professional from
Coffey (Level 1 Inspector) was on site on a full time basis during subgrade preparation and fill
placement, and observed the construction techniques adopted.
Based on observations made by Coffey’s Level 1 Inspector and the results of field and laboratory
tests, Coffey consider that the engineered fill areas within Stage 66 constructed by Winslow to the
levels indicated in Section 5, as far as we have been able to determine, has been placed in general
accordance with the intent of the specification.
Coffey
GEOTABTF08569AA - BY
5 October 2015
6
Figures
Figure 1: Fill Pad and Exclusion Zone Location Plan
Figure 2: Field Density Test Location Plan
Figure 3: DCP Test Location Plan
Figure 4: Future Stages Field Density Test Location Plan
Figure 5: Summary of field Density Test Results Stage 66
Figure 6: Summary of field Density Test Results Future Stages
LEGEND
Exclusion zones
Central pad
North-Western pad
Southern pad
Western pad
Eastern pad
(Future Stages – see Figure)
Approximate location of Dam
remediation
drawn
approved
II
SS
date
01 Oct 15
scale
NTS
original
size
A4
client:
project:
NEWLAND DEVELOPERS PTY. LTD.
STAGE 66
WARRALILY ARMSTRONG CREEK DEVELOPMENT
title:
project no:
FILL PAD & EXCLUSION ZONE LOCATION PLAN
GEOTABTF08569AE
figure no:
1
#75
FS#37
FS#25
FS#33
Test
conducted
on lot 6420
FS#38
FS#11
#78
#33
#56 #14
#32
#38
#67
FS#5
#63
#65
#45
#71
#23
#62
#55
#46
#22
#59
#48
#54
#26
#51 #64
#13
#36
#71
#58
#40
FS#16
#53
#29
#30
FS#7 #49
FS#6
FS#10,13
#19
#7
#17
#16
#10
#8
#11
#31
#60
#47
#25
LEGEND
Central pad
Approximate Location of Tests:
North-Western pad
Layer 1
Layer 7
Layer 13
Layer 2
Layer 8
Layer 14
Layer 3
Layer 9
Layer 15
Layer 4
Layer 10
Layer 16
Layer 5
Layer 11
Sub Grade
Layer 6
Layer 12
Western pad
(Future Stages – see Figure 4)
Southern pad
Eastern pad
Approximate location of Dam
remediation
Approximate location of Swale
Drain
drawn
approved
II
SS
date
01 Oct 15
scale
NTS
original
size
A4
FS#
Refers to test numbers performed as part of Future Stages works
See Figure 4
client:
project:
#43
#18
#27 #24
#5 #39
#44
#52
#72
#35
#22
#28
#34
#21
#41
#57
#2
#37
#73
#61
#77
#6
#42
FS#45
#76
#15
#9 #1 #3
#4
#74
FS#26
#66
DAM REMEDIATION
#12
#69
NEWLAND DEVELOPERS PTY. LTD.
STAGE 66
WARRALILY ARMSTRONG CREEK DEVELOPMENT
title:
project no:
FIELD DENSITY TEST LOCATION PLAN
GEOTABTF08569AE
figure no:
2
#68
LEGEND
Western pad
(Future Stages – see Figure)
Central pad
North-Western pad
Eastern pad
Southern pad
DCP Tests
(Approximate Locations)
drawn
approved
II
SS
date
01 Oct 15
scale
NTS
original
size
A4
client:
project:
NEWLAND DEVELOPERS PTY. LTD.
STAGE 66
WARRALILY ARMSTRONG CREEK DEVELOPMENT
title:
project no:
DCP TEST LOCATION PLAN
GEOTABTF08569AE
figure no:
3
Future Stages Field Density Test Location Plan
FIGURE 1
Future Stages fill area relating
To Stage 66 Western Pad
Extract from Stage 66 Figure 2
LEGEND
Western Pad
(Stage 66)
drawn
approved
II
SS
date
01 Oct 15
scale
NTS
original
size
A4
client:
NEWLAND DEVELOPERS PTY. LTD.
project:
title:
STAGE 66
WARRALILY ARMSTRONG CREEK DEVELOPMENT
FUTURE STAGES FIELD DENSITY TEST LOCATION PLAN
project no:
GEOTABTF08569AE
figure no:
4
FIGURE 5
Project Number
Project name
Location
GEOTABTF08569AE
Warralily Armstrong Creek Development
Mt Duneed, VIC
Specified requirements Residential Lots
Test
Retest
of test
#
#
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
SUMMARY OF FIELD DENSITY TEST RESULTS AT STAGE 66
2
3
4
11
24
29
23
GEOTABTF08569AE-BY
Day - Date
Tuesday, 17 March 2015
Wednesday, 18 March 2015
Wednesday, 18 March 2015
Wednesday, 18 March 2015
Thursday, 19 March 2015
Friday, 20 March 2015
Friday, 20 March 2015
Friday, 20 March 2015
Friday, 20 March 2015
Monday, 23 March 2015
Monday, 23 March 2015
Tuesday, 24 March 2015
Tuesday, 24 March 2015
Tuesday, 24 March 2015
Tuesday, 24 March 2015
Tuesday, 24 March 2015
Wednesday, 25 March 2015
Wednesday, 25 March 2015
Thursday, 26 March 2015
Thursday, 26 March 2015
Thursday, 26 March 2015
Monday, 30 March 2015
Monday, 30 March 2015
Tuesday, 31 March 2015
Tuesday, 31 March 2015
Tuesday, 31 March 2015
Wednesday, 1 April 2015
Wednesday, 1 April 2015
Wednesday, 1 April 2015
Tuesday, 9 April 2015
Tuesday, 9 April 2015
Monday, 13 April 2015
Monday, 13 April 2015
Tuesday, 14 April 2015
Tuesday, 14 April 2015
Tuesday, 14 April 2015
Wednesday, 15 April 2015
Wednesday, 15 April 2015
Wednesday, 15 April 2015
Thursday, 16 April 2015
Thursday, 16 April 2015
Thursday, 16 April 2015
Thursday, 16 April 2015
Friday, 17 April 2015
Friday, 17 April 2015
Friday, 17 April 2015
Friday, 17 April 2015
Saturday, 18 April 2015
Saturday, 18 April 2015
Saturday, 18 April 2015
Saturday, 18 April 2015
Saturday, 18 April 2015
Saturday, 18 April 2015
Monday, 20 April 2015
Monday, 20 April 2015
Monday, 20 April 2015
Monday, 20 April 2015
Tuesday, 21 April 2015
Wednesday, 22 April 2015
Wednesday, 22 April 2015
Friday, 24 April 2015
Friday, 24 April 2015
Monday, 27 April 2015
Monday, 27 April 2015
Monday, 27 April 2015
Tuesday, 28 April 2015
Tuesday, 28 April 2015
Tuesday, 28 April 2015
Wednesday, 29 April 2015
Thursday, 30 April 2015
Thursday, 30 April 2015
Thursday, 30 April 2015
Thursday, 30 April 2015
Thursday, 30 April 2015
Thursday, 30 April 2015
Client
Contractor
Engineer
Newland Developers
Winslow
SMEC
Density Ratio ≥ 95% of SMDD Roadways
Moisture content within ± 3% of SOMC
Layer
Lot
#
#
2
3
4
5
6
3
1
1
4
2
2
5
1
1
5
2
2
6
1
1
7
3
3
8
2
2
8
2
2
2
3
3
3
9
3
4
10
5
11
4
4
12
13
14
SG
1
SG
1
1
1
1
15
16
2
2
2
5
1
2
4
6
3
1
6
2
5
3
1
1
2
2
1
1
1
2
DAM
DAM
DAM
DAM
DAM
DAM
6604
6602
DAM
6603
6605
DAM
6608
6610
DAM
6605
6605
DAM
6634
6623
DAM
6604
6602
DAM
6607
6609
DAM
6623
6633
6633
6602
6609
6626
DAM
6635
6612
DAM
6610
DAM
6626
6634
DAM
DAM
DAM
HILF
Density
Ratio
%
Warralily BLVD & Neville Drive
Neville DR, 10m West #6605
Neville DR & Mallacoota CR
Mallacoota CR, 10m South #6628
Mallacoota CR & Koslow St
Mallacoota Cr & Joy ST
Koslow St, 10m East # 6614
DAM
DAM
Neville DR, 10m South #6605
Mallacoota CR, 10m South# 6625
Koslow St, 10m East # 6616
6622
6633
6630
6604
6637
6628
6613 Swale Drain
6610
6613
6639
Koslow ST, 10m East #6616
Warralily BLVD, 10m North #6610
Warralily BLVD, 10m North #6640
Warralily BLVD, 10m North #6601
Warralily BLVD & Neville Drive
Warralily BLVD, 10m North #6633
Warralily BLVD, 10m North #6636
Warralily BLVD & Joy ST
Warralily BLVD, 10m North #6640
98
86.5
91
87
96.5
96
99
103
95
97.5
92.5
97.5
101
98.5
97.5
95
95.5
95
98.5
97.5
97
100
102.5
93
104
95
100.5
98
104.5
98
95
99.5
95
103
97
95
98
101.5
101.5
101.5
101
99
99.5
102
98.5
106.5
106
105
104
98
104
102.5
104.5
104
100.5
100.5
95
99.5
96.5
98.5
98
103.5
100.5
103.5
99
100.5
98.5
98.5
100
103
102
102.5
101
101
103
FIGURE 5
Density Ratio ≥ 98% of SMDD
No moisture content specified
Moisture Moisture
Ratio Variation
of OMC
%
%
97.5
112.5
106.5
124.5
111.5
100
97.5
90.5
86
87
89
84
89
93.5
90
98.5
100.5
100
93
90.5
98
90
79.5
95.5
108
97.5
89
89
82.5
99.5
100
100
101
101
110.5
101
99.5
99
88
99.5
102
101.5
99.5
96.5
105.5
97
71
97.5
98.5
102.5
97.5
98
98.5
94.5
99.5
93
97.5
98.5
101.5
101.5
99.5
100.5
89
88
100.5
88.5
68
89.5
96
89
89
88.5
100
100
90
-0.5
2.5
1.5
5.5
2
0
-0.5
-2
-2.5
-3
-2.5
-3
-2
-1.5
-2
-0.5
0
0
-1.5
-2
-0.5
-2
-4.5
-1
1.5
-0.5
-2.5
-2.5
-4
0
0
0
0
0
2
0
0
0
-2.5
0
0.5
0.5
0
-0.5
1
-0.5
-4.5
-0.5
-0.5
0.5
-0.5
-0.5
-0.5
-1.5
0
-1.5
-0.5
0
0.5
0
0
0
-2
-2.5
0
-2
-2
-2
-1
-2
-2.5
-2
0
0
-2
Pass
/
Fail
Pass
Fail
Fail
Fail
Pass
Pass
Pass
Pass
Pass
Pass
Fail
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Fail
Fail
Pass
Pass
Pass
Pass
Fail
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Fail
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Pass
Retest
Comment
6
9
12
16
31
2
30
No Re-test Required
01 October 2015
FIGURE 6-SUMMARY OF FIELD DENSITY TEST RESULTS AT FUTURE STAGES
Project #:
Project name:
Location:
GEOTABTF08569AE
Warralily Armstrong Creek Development
Marshall, VIC
Test
Retest
of test
#
5
6
7
10
11
12
13
16
18
20
21
23
25
26
27
29
30
31
33
34
35
37
38
41
43
45
46
#
13
20
21
18
16
23
37
Client
Contractor
Engineer
Date
Layer
Lot #
Wednesday, 27 November 2013
Wednesday, 27 November 2013
Wednesday, 27 November 2013
Thursday, 28 November 2013
Thursday, 28 November 2013
Monday, 2 December 2013
Monday, 2 December 2013
Monday, 2 December 2013
Monday, 2 December 2013
Tuesday, 3 December 2013
Tuesday, 3 December 2013
Tuesday, 3 December 2013
Wednesday, 4 December 2013
Wednesday, 4 December 2013
Wednesday, 4 December 2013
Wednesday, 4 December 2013
Wednesday, 4 December 2013
Wednesday, 4 December 2013
Thursday, 5 December 2013
Thursday, 5 December 2013
Thursday, 5 December 2013
Wednesday, 11 December 2013
Wednesday, 11 December 2013
Thursday, 12 December 2013
Thursday, 12 December 2013
Thursday, 12 December 2013
Thursday, 12 December 2013
#
1
1
1
2
2
3
2
3
1
1
1
3
1
1
1
3
3
4
2
2
2
3
3
3
3
4
3
6614
6615
6618
6614
6617
6612
6614
6617
6619
6639
6638
6614
6639
6638
6619
6617
6614
6618
6420
6618
E 5m 6620
6639
6620
6638
6619
6620
6618
Newland Developer
Winslow
SMEC
Field
Wet
Density
kg/m3
1.8
1.75
1.8
1.78
1.83
2.01
2.01
2.04
1.95
1.72
1.88
1.9
1.89
1.86
1.91
1.97
1.96
1.96
1.88
1.89
1.88
1.83
1.9
1.91
1.95
1.95
1.91
Field
Dry
Density
kg/m3
1.48
1.44
1.45
1.41
1.49
1.68
1.73
1.71
1.56
1.33
1.48
1.54
1.45
1.44
1.5
1.58
1.58
1.54
1.48
1.49
1.48
1.4
1.48
1.49
1.57
1.62
1.5
Field
Moisture
Content
%
21.5
21.5
24
26.5
22.5
19
16.5
19.5
24.5
29.5
26.5
23.5
30.5
28.5
28
25
24
27
27
27.5
27.5
30.5
28
28
24
20
27
Specified requirements
Density Ratio ≥ 95% of Max Dry Density
Moisture content within ± 3% of OMC
HILF
Density
Ratio
%
97
96
96
90.5
97
109
104.5
109.5
100
93.5
98
105
105
106
102.5
105
108
107
100.5
100
98.5
94
101
100
97
98
99.5
Moisture
Ratio
%
88.5
90
90
100.5
93.5
79.5
78
79.5
85
84.5
93
82
91
89
81
91
89
89
94.5
98
94.5
117
98.5
97.5
100.5
91
98
Moisture
Pass
Retest
Variation
/
of OMC
Fail
%
3.0 dry
Pass
2.5 dry
Pass
2.5 dry
Pass
0.5 wet
Fail
13
Pass
1.5 dry
5.0 dry
Fail
39
4.5 dry
Fail
23
5.0 dry
Fail
29
4.0 dry
Fail
27
5.0 dry
Fail
25
5.0 dry
Fail
26
5.0 dry
Fail
30
3.0 dry
Pass
3.5 dry Fail but letting go
2.5 dry
Pass
2.5 dry
Pass
3.0 dry
Pass
3.0 dry
Pass
1.5 dry
Pass
0.5 dry
Pass
1.5 dry
Pass
4.5 wet
Fail
43
0.5 dry
Pass
0.5 dry
Pass
0.5 wet
Pass
2.0 dry
Pass
0.5 dry
Pass
Appendix A – Laboratory Reports
(43 Pages)
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00200
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 19/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-00731
1
17/03/2015
14:00
Stage 66
Lot Dam
Layer 2
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
19.5
1.98
1.66
2.02
20.0
Standard
97.5
0.5 dry
98.0
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00200
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00207
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 19/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-00747
ABTM15S-00748
2
3
ABTM15S-00749
4
18/03/2015
18/03/2015
18/03/2015
08:15
10:00
13:00
Stage 66
Stage 66
Stage 66
Lot Dam
Lot Dam
Lot Dam
Layer 3
Layer 4
Layer 5
175
200
19.0
0
25.0
1.75
1.39
2.02
22.5
Standard
112.5
2.5 wet
175
200
19.0
0
28.5
1.81
1.41
1.99
27.0
Standard
106.5
1.5 wet
175
200
19.0
0
27.0
1.74
1.37
2.00
22.0
Standard
124.5
5.5 wet
86.5
91.0
87.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00207
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00210
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 23/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Stage 66 Warralily, Mt Duneed, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-00778
5
19/03/2015
14:50
Stage 66
Lot Dam
Layer 6
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
22.0
1.97
1.62
2.04
19.5
Standard
111.5
2.0 wet
96.5
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00210
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00222
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 23/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-00843
ABTM15S-00844
ABTM15S-00845
6
7
8
9
20/03/2015
20/03/2015
20/03/2015
20/03/2015
13:00
13:15
13:30
14:15
Stage 66
Stage 66
Stage 66
Stage 66
Lot - Dam
Lot 6604
LOt 6602
Lot - Dam
Layer 3
Layer 1
Layer 1
Re-Test of No 2
ABTM15S-00846
Layer 4
Re-Test of No 3
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
22.0
1.95
1.60
2.02
22.0
Standard
100.0
0.0
175
200
19.0
0
23.0
1.98
1.61
2.00
23.5
Standard
97.5
0.5 dry
175
200
19.0
0
20.0
2.06
1.71
2.00
22.5
Standard
90.5
2.0 dry
175
200
19.0
0
16.5
1.84
1.58
1.95
19.5
Standard
86.0
2.5 dry
96.0
99.0
103.0
95.0
.
.
.
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00222
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00225
Issue No: 2
HILF Density Ratio Report
Client:
This report replaces all previous issues of report no 'HDR:ABTM15W00225'.
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 25/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-00854
ABTM15S-00855
10
11
23/03/2015
23/03/2015
14:30
14:45
Stage 66
Stage 66
Lot 6603
Lot 6605
Layer 2
Layer 2
175
200
19.0
0
19.5
1.89
1.58
1.93
22.5
Standard
87.0
3.0 dry
175
200
19.0
0
21.5
1.73
1.42
1.86
24.0
Standard
89.0
2.5 dry
97.5
92.5
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00225
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00235
Issue No: 2
HILF Density Ratio Report
Client:
This report replaces all previous issues of report no 'HDR:ABTM15W00235'.
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 25/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Stage 66 - Warralily, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-00888
ABTM15S-00889
ABTM15S-00890
ABTM15S-00891
12
13
14
15
16
24/03/2015
24/03/2015
24/03/2015
24/03/2015
24/03/2015
10:05
14:50
15:05
14:35
15:15
Stage 66
Stage 66
Stage 66
Stage 66
Stage 66
Lot - Dam
Lot 6608
Lot 6610
Lot Dam
Lot 6605
Layer 5
Layer 1
Layer 1
Layer 5
Re-Test of No 4
ABTM15S-00892
Layer 2
Re-Test of No 11
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
17.5
1.86
1.58
1.91
20.5
Standard
84.0
3.0 dry
175
200
19.0
0
17.5
2.03
1.73
2.02
20.0
Standard
89.0
2.0 dry
175
200
19.0
0
25.5
1.89
1.51
1.92
27.5
Standard
93.5
1.5 dry
175
200
19.0
0
18.5
1.92
1.62
1.98
20.5
Standard
90.0
2.0 dry
175
200
19.0
0
24.0
1.87
1.51
1.97
24.5
Standard
98.5
0.5 dry
97.5
101.0
98.5
97.5
95.0
.
.
.
.
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00235
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00248
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 26/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
ABTM15S-00914
ABTM15S-00915
17
18
25/03/2015
25/03/2015
Stage 66
Stage 66
Lot 6605
Lot - Dam
Layer 2
Layer 6
Re-Test No 16
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
24.0
1.91
1.54
2.00
24.0
Standard
100.5
0.0
175
200
19.0
0
22.0
1.89
1.54
1.99
22.0
Standard
100.0
0.0
95.5
95.0
.
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00248
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00266
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 30/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-00978
ABTM15S-00979
19
20
ABTM15S-00980
21
26/03/2015
26/03/2015
26/03/2015
13:30
14:00
14:15
Stage 66
Stage 66
Stage 66
Lot 6634
Lot 6623
Lot - DAM
Layer 1
Layer 1
Layer 7
175
200
19.0
0
23.5
1.97
1.59
1.99
25.5
Standard
93.0
1.5 dry
175
200
19.0
0
20.5
1.93
1.60
1.98
22.5
Standard
90.5
2.0 dry
175
200
19.0
0
23.0
1.88
1.52
1.94
23.5
Standard
98.0
0.5 dry
98.5
97.5
97.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00266
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00268
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 31/03/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-00984
ABTM15S-00985
22
23
30/03/2015
30/03/2015
13:30
13:45
Stage 66
Stage 66
Lot 6604
Lot 6602
Layer 3
Layer 3
175
200
19.0
0
21.5
1.96
1.62
1.96
23.5
Standard
90.0
2.0 dry
175
200
19.0
0
19.0
1.92
1.62
1.88
23.5
Standard
79.5
4.5 dry
100.0
102.5
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00268
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00275
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Krushik Patel
(Senior Technician)
NATA Accredited Laboratory Number:431
Date of Issue: 1/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01000
ABTM15S-01001
24
25
ABTM15S-01002
26
31/03/2015
31/03/2015
31/03/2015
09:30
11:20
11:50
Stage 66
Stage 66
Stage 66
Lot Dam
Lot 6607
Lot 6609
Layer 8
Layer 2
Layer 2
175
19.0
0
19.5
1.89
1.58
2.03
20.5
Standard
95.5
1.0 dry
175
19.0
0
22.5
2.04
1.67
1.97
20.5
Standard
108.0
1.5 wet
175
19.0
0
21.0
1.93
1.59
2.03
21.5
Standard
97.5
0.5 dry
93.0
104.0
95.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00275
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00278
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 2/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01016
ABTM15S-01017
27
28
ABTM15S-01018
29
1/04/2015
1/04/2015
1/04/2015
12:45
13:15
13:35
Stage 66
Stage 66
Stage 66
Lot - Dam
Lot 6623
Lot 6633
Layer 8
Layer 2
Layer 2
175
200
19.0
0
20.0
1.98
1.65
1.97
22.5
Standard
89.0
2.5 dry
175
200
19.0
0
20.5
1.98
1.64
2.02
23.0
Standard
89.0
2.5 dry
175
200
19.0
0
20.5
1.99
1.65
1.90
25.0
Standard
82.5
4.0 dry
100.5
98.0
104.5
.
.
.
Re-Test No 24
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00278
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00332
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 10/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01182
ABTM15S-01183
30
31
9/04/2015
9/04/2015
12:40
12:55
Stage 66
Stage 66
Lot 6633
Lot 6602
Layer 2
Layer 3
Re-Test of No 29
Re-Test of No 23
175
200
19.0
0
22.5
1.98
1.61
2.02
22.5
Standard
99.5
0.0
175
200
19.0
0
24.5
1.89
1.52
1.99
24.5
Standard
100.0
0.0
98.0
95.0
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00332
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00349
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 14/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
ABTM15S-01222
ABTM15S-01223
32
33
13/04/2015
13/04/2015
Stage 66
Stage 66
Lot 6609
Lot 6626
Layer 3
Layer 3
175
200
19.0
0
20.0
2.02
1.69
2.03
20.0
Standard
100.0
0.0
175
200
19.0
0
21.0
1.89
1.56
1.99
20.5
Standard
101.0
0.0
99.5
95.0
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00349
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00356
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 15/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01244
ABTM15S-01245
34
35
ABTM15S-01246
36
14/04/2015
14/04/2015
14/04/2015
10:00
10:25
14:40
Stage 66
Stage 66
Stage 66
Lot - Centre of Dam
Lot - 6635
Lot - 6612
Excavation
Layer 3
Layer 4
175
200
19.0
0
17.5
2.09
1.78
2.04
17.5
Standard
101.0
0.0
175
200
19.0
0
23.0
1.98
1.61
2.04
20.5
Standard
110.5
2.0 wet
175
200
19.0
0
22.0
1.90
1.56
2.01
22.0
Standard
101.0
0.0
103.0
97.0
95.0
.
.
.
Layer 9
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00356
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00360
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 16/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01257
ABTM15S-01258
37
38
39
15/04/2015
15/04/2015
15/04/2015
09:15
12:35
12:50
Stage 66
Stage 66
Stage 66
Lot - Dam
Lot - 6610
Lot - Dam
Excavation
Layer 5
Excavation
Layer 10
ABTM15S-01259
Layer 11
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
22.5
1.99
1.62
2.02
23.0
Standard
99.5
0.0
175
200
19.0
0
19.5
2.05
1.72
2.03
19.5
Standard
99.0
0.0
175
200
19.0
0
17.5
2.01
1.71
1.98
19.5
Standard
88.0
2.5 dry
98.0
101.5
101.5
.
.
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00360
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00363
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 17/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01263
ABTM15S-01264
ABTM15S-01265
40
41
42
ABTM15S-01266
43
16/04/2015
16/04/2015
16/04/2015
16/04/2015
09:30
09:45
10:20
13:00
Stage 66
Stage 66
Stage 66
Stage 66
Lot 6626
Lot 6634
Lot - Dam Excavation
Lot - Dam Excavation
Centre of Lot
Centre of Lot
Centre of Lot
Centre of Lot
Layer 4
Layer 4
Layer 12
Layer 13
175
200
19.0
0
20.5
2.06
1.71
2.03
20.5
Standard
99.5
0.0
175
200
19.0
0
23.0
2.06
1.68
2.04
22.5
Standard
102.0
0.5 wet
175
200
19.0
0
19.5
2.01
1.69
2.03
19.0
Standard
101.5
0.5 wet
175
200
19.0
0
19.0
2.02
1.70
2.03
19.5
Standard
99.5
0.0
101.5
101.0
99.0
99.5
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00363
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00370
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 20/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01280
44
17/04/2015
11:00
Stage 66
Lot - Dam
Excavation
Layer 14
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
19.5
2.03
1.70
1.99
20.0
Standard
96.5
0.5 dry
102.0
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00370
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00371
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 20/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 98% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01281
ABTM15S-01282
45
46
ABTM15S-01283
47
17/04/2015
17/04/2015
17/04/2015
13:15
13:30
13:45
Stage 66
Stage 66
Stage 66
Centre of
Neville Drive
Centre of
Warralily Blvd and
10m West of
Neville Drive and
Neville Drive
Lot 6605
Mallacoota Cresent
Subgrade
Layer 1
Subgrade
175
200
19.0
0
24.0
2.00
1.62
2.03
23.0
Standard
105.5
1.0 wet
175
200
19.0
0
21.0
2.08
1.72
1.95
21.5
Standard
97.0
0.5 dry
175
200
19.0
0
11.5
2.07
1.85
1.95
16.5
Standard
71.0
4.5 dry
98.5
106.5
106.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00371
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00372
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 20/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 98% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01284
ABTM15S-01285
ABTM15S-01286
48
49
50
ABTM15S-01287
51
18/04/2015
18/04/2015
18/04/2015
18/04/2015
09:15
09:30
09:45
10:00
Stage 66
Stage 66
Stage 66
Stage 66
Mallacoota Cresent
Centre of
Centre of
Koslow Street
10m South of
Mallacoota Cresent and
Mallacoota Cresent and
10m East of
Lot 6628
Koslow Street
Joy Street
Lot 6614
Layer 1
Layer 1
Layer 1
Layer 1
175
200
19.0
0
18.0
2.07
1.76
1.97
18.5
Standard
97.5
0.5 dry
175
200
19.0
0
19.5
2.09
1.75
2.01
20.0
Standard
98.5
0.5 dry
175
200
19.0
0
26.0
1.95
1.54
1.99
25.5
Standard
102.5
0.5 wet
175
200
19.0
0
19.5
2.07
1.73
1.98
20.0
Standard
97.5
0.5 dry
105.0
104.0
98.0
104.0
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00372
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00373
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 20/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01288
ABTM15S-01289
52
53
18/04/2015
18/04/2015
10:15
13:00
Stage 66
Stage 66
Lot - Centre of Dam
Lot - Centre of Dam
Excavation
Excavation
Layer 15
Layer 16
175
200
19.0
0
20.5
1.94
1.60
1.89
21.0
Standard
98.0
0.5 dry
175
200
19.0
0
14.0
2.05
1.79
1.96
14.5
Standard
98.5
0.5 dry
102.5
104.5
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00373
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00388
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 21/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 98% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
Submitted by Client
On Site
Insitu
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
ABTM15S-01316
ABTM15S-01317
54
55
ABTM15S-01318
56
20/04/2015
20/04/2015
20/04/2015
Lot Neville DR & 10m South
Lot Mallacootia CR & 10m South
Lot Koslow ST & 10m East
#6605
#6625
#6616
Layer 2
Layer 2
Layer 2
175
200
19.0
0
22.5
2.08
1.69
2.00
24.0
Standard
94.5
1.5 dry
175
200
19.0
0
24.0
2.05
1.65
2.04
24.5
Standard
99.5
0.0
175
200
19.0
0
23.5
1.99
1.61
1.98
25.5
Standard
93.0
1.5 dry
104.0
100.5
100.5
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00388
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00390
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 21/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
On Site
Insitu
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
ABTM15S-01321
57
20/04/2015
Stage 66
Lot #6622
Layer 5
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
20.0
1.90
1.58
1.99
20.5
Standard
97.5
0.5 dry
95.0
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00390
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00398
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 22/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01340
58
21/04/2015
10:00
Stage 66
Lot 6633
Centre of Block
Layer 1
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
19.5
2.06
1.72
2.07
20.0
Standard
98.5
0.0
99.5
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00398
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00405
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 23/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01351
ABTM15S-01352
59
60
22/04/2015
22/04/2015
12:01
12:15
Stage 66
Stage 66
Lot 6630
Lot 6604
Centre of Lot
Centre of Lot
Layer 2
Layer 4
175
200
19.0
0
20.0
1.95
1.63
2.02
19.5
Standard
101.5
0.5 wet
175
200
19.0
0
19.0
2.01
1.69
2.04
18.5
Standard
101.5
0.0
96.5
98.5
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00405
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00416
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 27/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01388
ABTM15S-01389
61
62
24/04/2015
24/04/2015
14:30
14:50
Stage 66
Stage 66
Lot 6637
Lot 6628
Centre of Lot
Centre of Lot
Layer 6
Layer 3
175
200
19.0
0
20.0
1.98
1.65
2.02
20.0
Standard
99.5
0.0
175
200
19.0
0
18.5
2.09
1.76
2.01
18.5
Standard
100.5
0.0
98.0
103.5
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00416
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00418
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 28/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01392
ABTM15S-01393
63
64
65
27/04/2015
27/04/2015
27/04/2015
10:00
14:00
14:20
Stage 66
Stage 66
Stage 66
Lot 6613
Lot 6610
Lot 6613
Swale Drain
Layer 6
Swale Drain
Layer 1
ABTM15S-01394
Layer 2
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
18.5
2.01
1.70
2.00
21.0
Standard
89.0
2.0 dry
175
200
19.0
0
19.0
2.08
1.75
2.01
21.5
Standard
88.0
2.5 dry
175
200
19.0
0
25.0
2.02
1.61
2.04
25.0
Standard
100.5
0.0
100.5
103.5
99.0
.
.
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00418
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00426
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 29/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Waurn Ponds, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01430
66
28/04/2015
13:00
Stage 66
Lot 6639
Centre of Lot
Layer 1
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
16.5
2.03
1.74
2.02
19.0
Standard
88.5
2.0 dry
100.5
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00426
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00426
Issue No: 2
HILF Density Ratio Report
Client:
This report replaces all previous issues of report no 'HDR:ABTM15W00426'.
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 1/10/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Waurn Ponds, VIC
MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01430
66
28/04/2015
13:00
Stage 66
Lot 6639
Centre of Lot
Layer 5
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
19.0
0
16.5
2.03
1.74
2.02
19.0
Standard
88.5
2.0 dry
100.5
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00426
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00427
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 29/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 98% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01431
ABTM15S-01432
67
68
28/04/2015
28/04/2015
13:15
15:00
Stage 66
Stage 66
Koslow Street
Warralily Blvd
10m East of Lot
10m North of Lot
6616
6610
Layer 3
Layer 1
175
200
19.0
0
15.5
1.95
1.69
1.99
18.0
Standard
88.0
2.0 dry
175
200
19.0
0
17.0
1.97
1.68
2.00
19.0
Standard
89.5
2.0 dry
98.5
98.5
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00427
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00434
Issue No: 1
HILF Density Ratio Report
Client:
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
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.
Approved Signatory: G. Samaradiwakara
(Associate Engineering Technician)
NATA Accredited Laboratory Number:431
Date of Issue: 30/04/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 98% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
Submitted by client
On Site
Insitu
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
ABTM15S-01442
Location
Warralily BLVD &
10m North
69
29/04/2015
10:45
10m North
Layer 1
#6640
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
175
200
21.5
2.04
1.68
2.04
22.5
Standard
96.0
1.0 dry
100.0
.
Comments
Form No: 18996, Report No: HDR:ABTM15W00434
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00441
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 1/05/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily Stage 66, VIC
MINIMUM HILF DENSITY RATIO OF 98% of Standard Compaction (as advised by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
Submitted by Client
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM15S-01473
ABTM15S-01474
ABTM15S-01475
ABTM15S-01476
ABTM15S-01477
70
71
72
73
74
ABTM15S-01478
75
30/04/2015
30/04/2015
30/04/2015
30/04/2015
30/04/2015
30/04/2015
09:15
09:30
09:45
10:00
10:15
10:30
Stage 66
Stage 66
Stage 66
Stage 66
Stage 66
Stage 66
Warralily BLVD
Centre of
Warralily BLVD
Warralily BLVD
Centre of
Warralily BLVD
10m North of
Warralily BLVD and
10m North of
10m North of
Warralily BLVD and
10m North of
Lot 6601
Neville Dr
Lot 6633
Lot 6636
Joy Street
Lot 6640
Layer 2
Layer 2
Layer 1
Layer 1
Layer 1
Layer 2
175
200
19.0
0
19.0
2.03
1.71
1.97
21.0
Standard
89.0
2.0 dry
175
200
19.0
0
20.5
2.01
1.67
1.97
23.0
Standard
89.0
2.5 dry
175
200
19.0
0
18.0
2.02
1.71
1.97
20.0
Standard
88.5
2.0 dry
175
200
19.0
0
20.0
2.02
1.68
2.00
20.0
Standard
100.0
0.0
175
200
19.0
0
21.5
2.04
1.67
2.02
21.5
Standard
100.0
0.0
175
200
19.0
0
19.5
2.02
1.70
1.96
21.5
Standard
90.0
2.0 dry
103.0
102.0
102.5
101.0
101.0
103.0
.
.
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Oversize Wet (%)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00441
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM15W00799
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00358AA
Project Name: GEOTABTF08569AE - Warralily - Armstrong Creek - Stage 66
Lot No.:
TRN:
Approved Signatory: Krushik Patel
(Senior Technician)
NATA Accredited Laboratory Number:431
Date of Issue: 10/08/2015
Sample Details
Location:
Warralily Stage 66, VIC
Client Request ID:
Specification Requirements: MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction MC + or -3% of the OMC (as
advised by client)
Field Test procedures:
AS 1289.5.8.1
Laboratory Test procedures: AS 1289.5.7.1, AS 1289.2.1.1
Sampling Method:
Submitted by client
Source:
On Site
Material:
Insitu
Sample Data
Sample ID
Field Sample ID
Client Sample ID
Date Tested
Time Tested
Location
ABTM15S-02795
ABTM15S-02796
ABTM15S-02797
76
77
78
76
77
78
7/08/2015
7/08/2015
7/08/2015
14:05
14:15
14:30
Lot 6619
Lot 6616
Lot 6615
Layer 5
Layer 5
Layer 5
100
125
19.0
28.0
1.86
1.45
1.92
28.5
Standard
99.0
0.0
100
125
19.0
20.5
1.91
1.58
2.00
20.5
Standard
101.5
0.5 wet
100
125
19.0
21.5
2.01
1.65
2.09
22.0
Standard
99.5
0.0
97.0
95.5
96.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Depth of Layer (mm)
AS Sieve Size (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM15W00799
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00438
Issue No: 1
HILF Density Ratio Report
Client:
Tests indicated as not accredited are outside the
scope of the laboratory's or signatories accreditation.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
Date of Issue: 27/01/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
Imported
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
ABTM13S-01702
ABTM13S-01703
Test 1
Test 2
ABTM13S-01704
Test 3
26/11/2013
26/11/2013
26/11/2013
11:40
11:50
12:10
Location
Lot 5825
Lot 5823
Lot 5821
Layer 1
Layer 1
Layer 1
Soil Description
Silty Clay
Silty Clay
Silty Clay
200
19.0
17.5
2.01
1.72
1.85
20.5
Standard
84.5
3.0 dry
200
19.0
22.0
1.96
1.61
1.98
22.5
Standard
98.5
0.5 dry
200
19.0
21.0
1.98
1.64
2.00
20.5
Standard
102.0
0.5 wet
108.5
99.0
99.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
AS Sieve Size (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00438
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00443
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralilly, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
AS1289.1.2.1 Clause 6.4 (a)
Imported
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
ABTM13S-01713
ABTM13S-01714
Test 4
Test 5
ABTM13S-01715
Test 6
28/11/2013
28/11/2013
28/11/2013
09:59
10:10
10:20
Lot 6509
Lot 6614
Lot 6615
Layer 1
Layer 1
Layer 1
200
19.0
18.0
1.85
1.57
1.92
20.0
Standard
90.0
2.0 dry
200
19.0
21.5
1.80
1.48
1.85
24.0
Standard
88.5
3.0 dry
200
19.0
21.5
1.75
1.44
1.82
24.0
Standard
90.0
2.5 dry
96.5
97.0
96.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
AS Sieve Size (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00443
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00444
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Warralilly, Mt Duneed
Client Request ID:
Specification Requirements: MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction + or - 3%OMC (as advised by
client)
Field Test procedures:
AS 1289.5.8.1
Laboratory Test procedures: AS 1289.5.7.1, AS 1289.2.1.1
Sampling Method:
AS1289.1.2.1 Clause 6.4 (b)
Source:
Imported
Material:
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
ABTM13S-01716
Test 7
27/11/2013
12:50
Location
Lot 6618
Layer 1
Soil Description
Clay
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
200
24.0
1.80
1.45
1.88
26.5
Standard
90.0
2.5 dry
Hilf Density Ratio (%)
96.0
legend * adjusted for oversize material
.
Comments
Form No: 18996, Report No: HDR:ABTM13W00444
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00504
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Warralily, Mt Duneed
Client Request ID:
Specification Requirements: MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction + or - 3% of OMC (as advised by
client)
Field Test procedures:
AS 1289.5.8.1
Laboratory Test procedures: AS 1289.5.7.1, AS 1289.2.1.1
Sampling Method:
AS1289.1.2.1 Clause 6.4 (b)
Source:
On Site
Material:
Insitu
Sample Data
Sample ID
Field Sample ID
Date Tested
Time Tested
Location
Soil Description
ABTM13S-01979
ABTM13S-01980
ABTM13S-01981
Test 8
Test 9
Test 10
ABTM13S-01982
Test 11
28/11/2013
28/11/2013
28/11/2013
28/11/2013
11:30
11:50
12:10
14:20
Lot 5824
ot 5820
Lot 6614
Lot 6617
Layer 2
Layer 2
Layer 2
Layer 2
Clay
Clay
Clay
Clay
200
19.0
21.5
1.79
1.47
1.97
22.0
Standard
98.0
0.5 dry
200
19.0
26.5
1.83
1.45
1.87
28.5
Standard
93.5
2.0 dry
200
19.0
26.5
1.78
1.41
1.97
26.5
Standard
100.5
0.0
225
19.0
22.5
1.83
1.49
1.88
24.0
Standard
93.5
1.5 dry
90.5
98.0
90.5
97.0
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
AS Sieve Size (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00504
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00464
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralilly, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
AS1289.1.2.1 Clause 6.4 (b)
Imported
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
ABTM13S-01863
ABTM13S-01864
ABTM13S-01865
Test 15
Test 12
Test 13
Test 14
2/12/2013
2/12/2013
2/12/2013
2/12/2013
Lot 5824
Lot 6509
Lot 6614
Lot 5821
Layer 2
Layer 3
Layer 2
Layer 3
Retest of Test 8
Soil Description
ABTM13S-01866
Retest of Test 10
Clay
Clay
Clay
Clay
225
19.0
19.0
2.03
1.71
1.84
24.0
Standard
79.5
5.0 dry
225
19.0
19.5
2.01
1.68
1.84
24.5
Standard
79.5
5.0 dry
225
19.0
16.5
2.01
1.73
1.93
21.0
Standard
78.0
4.5 dry
225
19.0
20.5
2.00
1.66
1.96
24.0
Standard
86.0
3.0 dry
110.5
109.0
104.5
102.0
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
AS Sieve Size (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00464
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 2
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00464
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralilly, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
AS1289.1.2.1 Clause 6.4 (b)
Imported
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
Soil Description
ABTM13S-01867
ABTM13S-01868
Test 16
Test 17
ABTM13S-01869
Test 18
2/12/2013
2/12/2013
2/12/2013
Lot 6617
15m North of 5816
Lot 6619
Layer 3
Layer 1
Layer 1
Clay
Clay
Clay
225
19.0
19.5
2.04
1.71
1.86
24.5
Standard
79.5
5.0 dry
225
19.0
20.0
1.84
1.53
1.86
25.0
Standard
80.0
5.0 dry
225
19.0
24.5
1.95
1.56
1.94
29.0
Standard
85.0
4.0 dry
109.5
99.0
100.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
AS Sieve Size (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00464
© 2000-2013 QESTLab by SpectraQEST.com
Page 2 of 2
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00467
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
Imported
Silty clay
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
Soil Description
ABTM13S-01884
ABTM13S-01885
ABTM13S-01886
ABTM13S-01887
Test 19
Test 20
Test 21
Test 22
ABTM13S-01888
Test 23
3/12/2013
3/12/2013
3/12/2013
3/12/2013
3/12/2013
Lot 6423
Lot 6639
Lot 6638
Lot 5820
Lot 6615
Layer 1
Layer 1
Layer 1
Layer 3
Layer 3
Retest of Test 14
Retest of Test 13
Silty clay
Silty clay
Silty clay
Silty clay
Silty clay
225
21.5
1.86
1.53
1.81
26.5
Standard
81.0
5.0 dry
225
29.5
1.72
1.33
1.84
34.5
Standard
84.5
5.0 dry
225
26.5
1.88
1.48
1.91
32.0
Standard
83.0
5.0 dry
225
22.5
1.98
1.61
1.94
25.5
Standard
88.0
3.0 dry
225
23.5
1.90
1.54
1.80
28.5
Standard
82.0
5.0 dry
102.5
93.5
98.0
102.0
105.0
.
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00467
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00474
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
Principal:
Project No.:
Project Name:
Lot No.:
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
TRN:
Sample Details
Location:
Warralily, Mt Duneed
Client Request ID:
Specification Requirements: MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction + or - 3% of OMC(as advised by
client)
Field Test procedures:
AS 1289.5.8.1
Laboratory Test procedures: AS 1289.2.1.1, AS 1289.5.7.1
Sampling Method:
AS1289.1.2.1 Clause 6.4 (b)
Source:
Imported
Material:
Clay
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
Soil Description
ABTM13S-01907
ABTM13S-01908
ABTM13S-01909
Test 24
Test 25
Test 26
ABTM13S-01910
Test 27
4/12/2013
4/12/2013
4/12/2013
4/12/2013
Layer 1
Layer 1
Layer 1
Layer 1
Retest of Test 19
Retest of Test 20
Retest of Test 21
Retest of Test 18
Clay
Clay
Clay
Clay
225
20.5
1.90
1.57
1.89
24.0
Standard
86.5
3.0 dry
225
30.5
1.89
1.45
1.80
33.5
Standard
91.0
3.0 dry
225
28.5
1.86
1.44
1.75
32.0
Standard
89.0
3.5 dry
225
28.0
1.91
1.50
1.87
30.5
Standard
91.0
2.5 dry
100.5
105.0
106.0
102.5
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00474
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 2
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00474
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
Principal:
Project No.:
Project Name:
Lot No.:
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
TRN:
Sample Details
Location:
Warralily, Mt Duneed
Client Request ID:
Specification Requirements: MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction + or - 3% of OMC(as advised by
client)
Field Test procedures:
AS 1289.5.8.1
Laboratory Test procedures: AS 1289.2.1.1, AS 1289.5.7.1
Sampling Method:
AS1289.1.2.1 Clause 6.4 (b)
Source:
Imported
Material:
Clay
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
Soil Description
ABTM13S-01911
ABTM13S-01912
Test 28
Test 29
ABTM13S-01913
Test 30
4/12/2013
4/12/2013
4/12/2013
Layer 1
Layer 3
Layer 3
Retest of Test 17
Retest of Test 16
Retest of Test 23
Clay
Clay
Clay
225
24.5
2.02
1.62
1.95
25.0
Standard
97.0
0.5 dry
225
25.0
1.97
1.58
1.88
27.5
Standard
91.0
2.5 dry
225
24.0
1.96
1.58
1.81
27.0
Standard
89.0
3.0 dry
103.5
105.0
108.0
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00474
© 2000-2013 QESTLab by SpectraQEST.com
Page 2 of 2
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00475
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Warralily, Mt Duneed
Client Request ID:
Specification Requirements: MINIMUM HILF DENSITY RATIO OF 95% of Standard Compaction + or - 3% of OMC (as advised by
client)
Field Test procedures:
AS 1289.5.8.1
Laboratory Test procedures: AS 1289.5.7.1, AS 1289.2.1.1
Sampling Method:
AS1289.1.2.1 Clause 6.4 (b)
Source:
Imported
Material:
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
Soil Description
ABTM13S-01914
ABTM13S-01915
Test 31
Test 32
4/12/2013
4/12/2013
Lot 6618
Lot 5819
Layer 4
Layer 4
Clay
Clay
225
27.0
1.96
1.54
1.83
30.5
Standard
89.0
3.0 dry
225
26.0
1.87
1.49
1.74
29.5
Standard
89.0
3.5 dry
107.0
107.5
.
.
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00475
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00479
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.5.7.1, AS 1289.2.1.1
AS1289.1.2.1 Clause 6.4 (b)
Imported
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
Soil Description
ABTM13S-01919
ABTM13S-01920
Test 33
Test 34
ABTM13S-01921
Test 35
5/12/2013
5/12/2013
5/12/2013
Lot 6420
Lot 6618
5m E of 6620
Layer 2
Layer 2
Layer 2
Clay
Clay
Clay
225
27.0
1.88
1.48
1.87
28.5
Standard
94.5
1.5 dry
225
27.5
1.89
1.49
1.89
28.0
Standard
98.0
0.5 dry
225
27.5
1.88
1.48
1.91
29.0
Standard
94.5
1.5 dry
100.5
100.0
98.5
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00479
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00483
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
AS1289.1.2.1 Clause 6.4 (b)
Imported
Sample Data
Sample ID
Field Sample ID
Date Tested
ABTM13S-01930
Test 36
6/12/2013
Location
Lot 6422
Layer 3
Soil Description
Clay
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
225
30.0
1.89
1.46
1.88
30.0
Standard
100.0
0.0
Hilf Density Ratio (%)
100.5
legend * adjusted for oversize material
.
Comments
Form No: 18996, Report No: HDR:ABTM13W00483
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00491
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Mitchell Hindmarsh
(Senior Geotechnician)
NATA Accredited Laboratory Number:431
Date of Issue: 27/01/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
AS1289.1.2.1 Clause 6.3
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
ABTM13S-01945
ABTM13S-01946
Test 37
Test 38
11/12/2013
11/12/2013
Lot 6639
Lot 6620
Layer 3
Layer 2
225
30.5
1.83
1.40
1.95
26.0
Standard
117.0
4.5 wet
225
28.0
1.90
1.48
1.88
28.5
Standard
98.5
0.5 dry
94.0
101.0
.
.
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00491
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 1
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00492
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 19/02/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
AS1289.1.2.1 Clause 6.2
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
ABTM13S-01947
ABTM13S-01948
ABTM13S-01949
Test 39
Test 40
Test 41
ABTM13S-01950
Test 42
12/12/2013
12/12/2013
12/12/2013
12/12/2013
Lot 6508
Lot 5825
Lot 6638
Lot 6423
Layer 3 Retest
Layer 3 Retest
Layer 3
Layer 3
225
18.5
1.98
1.67
2.03
19.0
Standard
97.0
0.5 dry
225
24.0
1.93
1.55
1.96
25.0
Standard
97.5
0.5 dry
225
28.0
1.91
1.49
1.91
29.0
Standard
97.5
0.5 dry
225
21.0
1.95
1.61
1.99
21.5
Standard
99.0
0.0
97.5
98.5
100.0
97.5
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00492
© 2000-2013 QESTLab by SpectraQEST.com
Page 1 of 2
Abbotsford, Melbourne Laboratory
Coffey Testing Pty Ltd
3G Marine Parade
Abbotsford VIC 3067
ABN 92 114 364 046
Phone: +61 3 8413 6900
Fax:
+61 3 8413 6999
Report No: HDR:ABTM13W00492
Issue No: 1
HILF Density Ratio Report
Client:
Accredited for compliance with ISO/IEC 17025.
Coffey Geotechnics Pty Ltd (Abbotsford)
P.O. Box 40
Kew VIC 3101
The results of the tests, calibrations and/or
measurements included in this document are traceable
to Australian/national standards.
Principal:
Project No.:
INFOABTM00093AA
Project Name: GEOTABTF08569AE -Future stages
Lot No.:
TRN:
Approved Signatory: Shaun Price
(Laboratory Manager)
NATA Accredited Laboratory Number:431
Date of Issue: 19/02/2015
Sample Details
Location:
Client Request ID:
Specification Requirements:
Field Test procedures:
Laboratory Test procedures:
Sampling Method:
Source:
Material:
Warralily, Mt Duneed
MINIMUM HILF DENSITY RATIO of 95% of Standard Compaction; ±3% of OMC (specified by client)
AS 1289.5.8.1
AS 1289.2.1.1, AS 1289.5.7.1
AS1289.1.2.1 Clause 6.2
On Site
General Fill
Sample Data
Sample ID
Field Sample ID
Date Tested
Location
ABTM13S-01951
ABTM13S-01952
ABTM13S-01953
Test 43
Test 44
Test 45
ABTM13S-01954
Test 46
12/12/2013
12/12/2013
12/12/2013
12/12/2013
Lot 6619
Lot 6420
Lot 6620
Lot 6618
Layer 3 Retest 37
Layer 4
Layer 4
Layer 3
225
24.0
1.95
1.57
2.00
24.0
Standard
100.5
0.0
225
17.5
1.97
1.67
2.01
20.0
Standard
88.0
2.5 dry
225
20.0
1.95
1.62
1.98
22.0
Standard
91.0
2.0 dry
225
27.0
1.91
1.50
1.92
27.5
Standard
98.0
0.5 dry
97.0
98.0
98.5
99.5
.
.
.
.
Field and Laboratory Data
Depth of Test (mm)
Field Moisture Content (%)
Field Wet Density (t/m³)
Field Dry Density (t/m³)
Peak Converted Wet Density* (t/m³)
Optimum Moisture Content (%)
Compactive Effort
Moisture Ratio (%)
Moisture Variation (%)
Hilf Density Ratio (%)
legend * adjusted for oversize material
Comments
Form No: 18996, Report No: HDR:ABTM13W00492
© 2000-2013 QESTLab by SpectraQEST.com
Page 2 of 2
Appendix B –Survey 0595E-66-WC-001 - REV 0,
Appendix C - Extract from specification by SME, ref
0557esb-24
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