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TOTAL GEOTECHNICS
Adelaide, Ballarat, Brisbane, Hallam, Hoppers Crossing, Traralgon, Warrnambool
TG30027-43
Frostdale Civil Contractors 17/09/2015
Geotechnical Level 1 Supervision Report
58-98 Donald Road, Redland Bay.
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
2
Contents
1. Introduction ........................................................................................................................ 3
2. Scope of Works ................................................................................................................... 3
3. Inspections/Supervision ..................................................................................................... 3
4. Testing ................................................................................................................................ 4
5. Conclusion .......................................................................................................................... 5
6. Limitation of This Report .................................................................................................... 5
Appendix 1 – Site Plan ............................................................................................................... 6
Appendix 2 – Testing Summary ................................................................................................. 8
Appendix 3 – Site Photographs ................................................................................................ 20
Appendix 4 – NATA Lab Results ............................................................................................... 30
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
3
1. Introduction
Total Geotechnics was engaged by Frostdale Civil Contractors on the 15 May 2015, to provide Level 1 Geotechnical Supervision Services in respect of the project lands sited at 58-98 Donald Road, Redland Bay (Refer Appendix 1 – Site Plans & Diagrams and Appendix 3 – Site Photographs).
This Geotechnical Level 1 Supervision Report (Level 1 Report) presents the results of supervision activities, compaction and moisture control, material placement and laboratory testing for earthworks afforded at 58-98 Donald Road, Redland Bay. This Level 1 report covers construction activities carried out from the 15th May to the 11th September 2015.
2. Scope of Works
The scope of works involved the placement of On-site General Fill. The General Fill material was
placed in Level 1 fill areas, in accordance with the provisions of AS 3798-2007, Guidelines on
earthworks for commercial and residential developments. For the purposes of AS 3798-2007, the
depth of FILL placed was less than 5 metres.
General fill material utilised in respect of the Level 1 earthworks was locally sourced on-site. The
Gerenal Fill Material comprised of Silt, Sand and Clay Materials.
The approved engineering drawings and specifications had the additional requirements that all
General Fill Materials once placed achieved a minimum 95% compaction and had a moisture content
variation of less the plus or minus 2% of optimum moisture content.
3. Inspections/Supervision
Full time Level 1 supervision and inspections were undertaken between; 15th May and the 11th September 2015, including supervision and inspections regarding the stripping and removal as per AS 3798-2007 Section 3, including the removal of:
Organic soils, such as topsoils, severely root affected subsoils and peat;
Contaminated soils ( Contaminated Soils were a part of the Brief );
Materials which undergo volume change or loss of strength when disturbed and exposed to moisture;
Silts, or materials that have deleterious engineering properties of silt;
Other materials with properties that are unsuitable for the forming of structural fill;
Fill that contains wood, metal plastic, boulders or other deleterious material, in sufficient proportions to affect the required performance of the fill.
The maximum particle size of any rocks or other lumps, within the layer has not exceeded two thirds (2/3) of the compacted layer thickness.
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
4
The lots inspected were essentially homogeneous in relation to material type and moisture condition, rolling response and compaction technique. Prior to placement any existing filled ground, for which the conditions of the placement are not adequately documented, have not been assumed to have been of either standard compaction or of the composition adequate to support fill or any loads, has been removed (AS3798 Section 2o).
4. Testing
The Project was classified as Residential Development for the purposes of AS3798-2007 (refer Table 5.2), thereby requiring a minimum compaction result of 95% Standard Compaction for the cohesive soils (AS 1289 Section 5.7.1 & 5.1.1) present. AS3798-2007 further requiresd that a minimum of 3 tests per day be afforded in respect of the fill material being placed (refer AS3798 Table 8.1)
Testing was afforded using a Nuclear Density Gauge for field density determination per AS 1289 Section.5.8.1. Field testing was at a rate of 3 field density tests per day’s production, per the minimum requirements of AS 3798 – 2007. Field Testing was similarly afforded in respect of each layer of fill placed.
The filling operation was undertaken between the 15th May and the 11th of September 2015. The material was Site-derived General Fill. Material was placed in approximately 300mm loose layers, with compaction afforded by a 825 Compactor, the compactor sealing off each layer (of General Fill material). The individual loose layers were in-turn compacted to an approximate layer depth of 200mm. The individual layers were field tested to ensure the necessary compaction standard (95% Standard Compaction) was achieved, per Australian Standard requirements. The methodology adopted was considered the best method to achieve compaction using the plant and machinery available.
A moisture tolerance of plus or minus 2% of optimum moisture content was required per AS3798-2007 Section 5.3. The moisture content was similarly controlled within both the upper layer of uncompacted material and the material of the previously compacted layer, per (AS 3798-2007 Section 6.2.3).
As per AS3798-2007 Section 5.3, where reactive soils were used as fill, the placement moisture content was maintained within the specified range of 90-110% of the optimum moisture content, per (AS 1289. Section 5.7.1) or alternatively moisture variations were limited to 2%.
A total of No.29 Field density and Laboratory Hilf Compaction tests were performed. The reports verify the achievement of the minimum density requirement of 95% Standard Compaction throughout the full depth of the fill area, with each layer tested accordingly. All test results were provided to our client Frostdale Civil Contractors for inclusion within their internal quality system (Refer to Appendix B Summary of Results).
At the completion of the structural layers any material within 150mm of permanent subgrade level in cuttings was subjected to test rolling; test rolling was undertaken and the layers withstood test rolling without visible deformation or springing (AS 3798-2007 Section 5.5).
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
5
The lots that are covered by this Geotechnical Level 1 Supervision Report are listed in the table below.
Table 1 - Lots under Level 1 Supervision
Lot,74 Lot,75 Lot,76 Lot,77 Lot,78 Lot,79
Lot,90 Lot,91 Lot,82 Lot,83 Lot,84 Lot,85
Lot,86 Lot,87 Lot,88
5. Conclusion
On the completion of the earthworks and after analysing the materials used, it has been concluded
that the filling procedure conducted by Frostdale Civil Contractors satisfied the requirements of AS
3798 in regards to the placement of fill materials on a project under Level 1 Supervision and in
accordance with the project specification as provided to Total Geotechnics.
This report has been prepared for the benefit of our client with respect to the particular brief given
to us and it may not be relied upon in other contexts or for any other purpose without our prior
review and agreement. No responsibility for this report will be taken by Total Geotechnics if it is
altered in any way, or not reproduced in full.
6. Limitation of This Report
This Level 1 Report is valid for a period of twelve months following completion of Level 1
Supervision. Total Geotechnics Pty Ltd does not accept responsibility for any distortion or deviations
of measurements as reported at the given time.
This report will be considered invalid if:
Any works were conducted on site without the supervision of a Total Geotechnics Pty Ltd
technician.
Any other unforeseeable event and any event outside of time as described above.
Authorised by:
Alvin Tan (BE Civil and Infrastructure) GradIEAust Geotechnical Engineer Mob: 0419 617 361
Prepared by:
Albert Roelofs (Brisbane Laboratory Manager) Geotechnical Officer- Nata Accreditation Mob: 0419 482 206
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
6
Appendix 1 – Site Plan
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
7
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
8
Appendix 2 – Testing Summary
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
9
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture Variation
(%)
Remark
Sample No. 4
Report No. 7
Lot 74
5m- Northern Boundary
8m- Eastern Boundary
RL:10.48 General Fill 28/05/2015 0 98.5% 0.5
Wetter
PASS
Sample No. 5
Report No. 7
Lot 75
9m- Northern Boundary
9m- Eastern Boundary
Lot 75
RL:10.49 General Fill 28/05/2015 0 100.5% 2
Drier
PASS
Sample No. 6
Report No. 7
Lot 76
9m- Northern Boundary
5m- Eastern Boundary
RL:10.23 General Fill 28/05/2015 0 96.5% 1.5
Wetter
PASS
Sample No. 7
Report No. 8
Lot 75
15m-Northern BDY
18m- Western BDY
NorthernBoundary
BoundaryBoundary
5m- Eastern Boundary
RL:10.84 General Fill 29/05/2015 0 99.5% 0.5
Drier
PASS
Sample No. 8
Report No. 8
Lot 76
18m- Northern BDY
4m- Western BDY
RL:10.58 General Fill 29/05/2015 0 98.5% 0.0
OMC
PASS
Sample No. 9
Report No. 8
Lot 77
9m- Northern Boundary
8m- Western Boundary
RL:10.22 General Fill 29/05/2015 0 98% 0.5
Wetter
PASS
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
10
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture Variation
(%)
Remark
Sample No. 10
Report No. 9
Lot 77
12m- Northern BDY
5m- Eastern Boundary
RL:10.02 General Fill 01/06/2015 0 96.5% 0.0%
OMC
PASS
Sample No. 11
Report No. 9
Lot 76
4m- Northern Boundary
4m- Western Boundary
RL:10.55 General Fill 01/06/2015 0 97% 0.0%
OMC
PASS
Sample No. 12
Report No. 9
Lot 75
4m- Eastern Boundary
12m- Southern BDY
RL:10.88 General Fill 01/06/2015 0 100.5% 2%
Drier
PASS
Sample No. 13
Report No. 10
Lot 74
6m- Southern BDY
8m- Eastern BDY
RL:10.79 General Fill 02/06/2015 0 99.5% 2%
Drier
PASS
Sample No. 14
Report No. 10
Lot 74
3m- Eastern Boundary
21m- Northern BDY
RL:10.82 General Fill 02/06/2015 0 99.5% 1.5%
Drier
PASS
Sample No. 15
Report No. 10
Lot 76
5m- Western Boundary
5m- Southern BDY
RL:10.68 General Fill 02/06/2015 0 100% 0.5%
Wetter
PASS
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
11
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture Variation
(%)
Remark
Sample No. 16
Report No. 11
Lot 78
9m- Southern BDY
3m- Eastern BDY
RL:10.52 General Fill 03/06/2015 0 98.5% 0.5%
Wetter
PASS
Sample No. 17
Report No. 11
Lot 79
6m- Southern Boundary
8m- Eastern BDY
RL:10.39 General Fill 03/06/2015 0 99.5% 0.0%
OMC
PASS
Sample No. 18
Report No. 11
Lot 77
5m- Southern BDY
4m- Eastern BDY
RL:10.33 General Fill 03/06/2015 0 98% 0.0%
OMC
PASS
Sample No. 19
Report No. 12
Lot 79
4m- Northern BDY
7m- Western BDY
RL:10.01 General Fill 04/06/2015 0 99.5% 0.0%
OMC
PASS
Sample No. 20
Report No. 12
Lot 80
5m- Northern BDY
4m- Western BDY
RL:10.08 General Fill 04/06/2015 0 100% 1.5%
Drier
PASS
Sample No. 21
Report No. 12
Lot 81
5m- Northern BDY
4m- Western BDY
RL:9.98 General Fill 04/06/2015 0 100% 2%
Drier
PASS
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
12
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture Variation
(%)
Remark
Sample No. 22
Report No.13
Lot 79
12m- Northern BDY
6m- Western BDY
RL:10.45 General Fill 05/06/2015 0 99.5% 1.5%
Drier
PASS
Sample No. 23
Report No. 13
Lot 80
10m- Northern BDY
2m- Western BDY
RL:10.35 General Fill 05/06/2015 0 98% 0.5%
Wetter
PASS
Sample No. 24
Report No. 13
Lot 81
12m- Northern BDY
8m- Western BDY
RL:10.28 General Fill 05/06/2015 0 99% 2%
Drier
PASS
Sample No. 25
Report No. 14
Lot 79
4m- Southern BDY
9m- Western BDY
RL:10.70 General Fill 09/06/2015 0 97.5% 0.0%
OMC
PASS
Sample No. 26
Report No. 14
Lot 80
6m- Southern BDY
3m- Western BDY
RL:10.59 General Fill 09/06/2015 0 97% 0.5%
Wetter
PASS
Sample No. 27
Report No. 14
Lot 81
5m- Southern BDY
5m- Western BDY
RL:10.60 General Fill 09/06/2015 0 98% 1.5%
Wetter
PASS
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
13
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture
Variation (%)
Remark
Sample No. 28
Report No. 15
Lot 88
5m- Northern BDY
7m- Eastern BDY
RL:10.58 General Fill 10/06/2015 0 97.5% 1.0%
Wetter
PASS
Sample No. 29
Report No. 15
Lot 87
10m- Northern BDY
5m- Eastern BDY
RL:10.81 General Fill 10/06/2015 0 98% 0.5%
Wetter
PASS
Sample No. 30
Report No. 15
Lot 87
8m- Northern BDY
12m- Eastern BDY
RL:10.67 General Fill 10/06/2015 0 97.5% 0.5%
Wetter
PASS
Sample No. 31
Report No.17
Lot 88
10m- Southern BDY
11m- Eastern BDY
RL:10.46 General Fill 25/06/2015 0 97.5% 1%
Wetter
PASS
Sample No. 32
Report No. 17
Lot 88
5m- Eastern BDY
16m- Southern BDY
RL:10.56 General Fill 25/06/2015 0 98.5% 0.5%
98.5%
PASS
Sample No. 33
Report No.17
Lot 88
6m- Western BDY
17m- Southern BDY
RL:10.79 General Fill 25/06/2015 0 99% 0.5%
Wetter
PASS
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
14
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture
Variation (%)
Remark
Sample No. 34
Report No. 18
Lot 87
16m- Southern BDY
5m- Western BDY
RL:10.52 General Fill 02/07/2015 0 99% 0.5%
Wetter
PASS
Sample No. 35
Report No. 18
Lot 87
10m- Southern BDY
8m- Eastern BDY
RL:10.90 General Fill 02/07/2015 0 99.5% 1%
Wetter
PASS
Sample No. 36
Report No. 18
Lot 87
20m- Southern BDY
15m- Western BDY
RL:11.20 General Fill 02/07/2015 0 101% 1%
PASS
Sample No. 37
Report No.19
Lot 83
20m- Southern BDY
15m- Western BDY
RL:10.30 General Fill 03/07/2015 0 98.5% 0.5%
Wetter
PASS
Sample No. 38
Report No. 19
Lot 84
20m- Southern BDY
15m- Western BDY
RL:10.55 General Fill 03/07/2015 0 97.5% 0.5%
Wetter
PASS
Sample No. 39
Report No.19
Lot 84
20m- Southern BDY
15m- Western BDY
RL:10.72 General Fill 03/07/2015 0 95% 0.0%
OMC
PASS
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
15
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture
Variation (%)
Remark
Sample No. 40
Report No. 20
Lot 83
12m- Northern BDY
3m- Western BDY
RL:10.52 General Fill 04/07/2015 0 99.5% 1.0%
Drier
Pass
Sample No. 41
Report No.20
Lot 83
7m- Southern BDY
5m- Eastern BDY
RL:10.78 General Fill 04/07/2015 0 100% 1.0%
Drier
Pass
Sample No. 42
Report No.20
Lot 84
9m- Southern BDY
6m- Western BDY
RL:11.10
General Fill
04/07/2015
0
99.5%
1.0%
Drier
Pass
Sample No. 43
Report No. 21
Lot 84
15m- Northern BDY
4m- Western BDY
RL:11.23 General Fill 06/07/2015 0 102% 2.0%
Drier
Pass
Sample No. 44
Report No. 21
Lot 84
13m- Southern BDY
8m- Eastern BDY
RL:11.50 General Fill 06/07/2015 0 100.5% 1.5%
Drier
Pass
Sample No. 45
Report No. 21
Lot 83
7m- Southern BDY
7m- Western BDY
RL:10.95 General Fill 06/07/2015 0 99.5% 0.5%
Drier
Pass
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
16
Sample no. &
Report no.
Location Layer
RL:
Material Type
Date Tested Oversize (%) Density Ratio (%) Moisture
Variation (%)
Remark
Sample No. 46
Report No. 22
Lot 83
2m- Southern BDY
4m- Eastern BDY
RL:11.10 General Fill 07/07/2015 0 97.5% 1.0%
Drier
Pass
Sample No. 47
Report No. 22
Lot 84
5m- Southern BDY
6m- Western BDY
RL:11.31 General Fill 07/07/2015 0 98.5% 0.5%
Wetter
Pass
Sample No. 48
Report No. 22
Lot 85
10m- Northern BDY
4m- Western BDY
RL:10.40 General Fill 07/07/2015 0 97.5% 0.5%
Drier
Pass
Sample No. 49
Report No. 23
Lot 86
13m- Northern BDY
5m- Western BDY
RL:10.54 General Fill 08/07/2015 0 99% 1.0%
Drier
Pass
Sample No. 50
Report No. 23
Lot 87
9m- Southern BDY
3m- Western BDY
RL:10.71 General Fill 08/07/2015 0 97% 0.5%
Drier
Pass
Sample No. 51
Report No. 23
Lot 88
11m- Northern BDY
9m- Eastern BDY
RL:12.04 General Fill 08/07/2015 0 97% 0.5%
Wetter
Pass
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
17
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture
Variation (%)
Remark
Sample No. 52
Report No. 24
Lot 85
11m- Northern BDY
5m- Western BDY
RL:10.82 General Fill 14/07/2015 0 102% 1.0%
Drier
Pass
Sample No. 53
Report No.24
Lot 86
16m- Northern BDY
4m- Western BDY
RL:10.54 General Fill 14/07/2015 0 101% 1.0%
Drier
Pass
Sample No. 54
Report No.24
Lot 81
5m- Southern BDY
5m- Eastern BDY
RL:10.03
General Fill
14/07/2015
0
101.5%
1.0%
Drier
Pass
Sample No. 55
Report No. 25
Lot 81
14m- Northern BDY
8m- Western BDY
RL:10.35 General Fill 15/07/2015 0 99.5% 0.0%
OMC
Pass
Sample No. 56
Report No. 25
Lot 85
18m- Northern BDY
14m- Western BDY
RL:10.98 General Fill 15/07/2015 0 98.5% 1.5%
Wetter
Pass
Sample No. 57
Report No. 25
Lot 86
8m- Southern BDY
5m- Eastern BDY
RL:10.80 General Fill 15/07/2015 0 97.5% 2.0%
Wetter
Pass
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
18
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture
Variation (%)
Remark
Sample No. 58
Report No. 26
Lot 86
12m- Northern BDY
7m- Eastern BDY
RL:10.60 General Fill 16/07/2015 0 99% 0.5%
Wetter
Pass
Sample No. 59
Report No.26
Lot 85
10m- Southern BDY
8m-Eastern BDY
RL:11.31 General Fill 16/07/2015 0 97% 0.0%
OMC
Pass
Sample No. 60
Report No.26
Lot 81
9m- Northern BDY
6m- Western BDY
RL:11.26
General Fill
16/07/2015 0
95%
0.0%
OMC
Pass
Sample No. 88
Report No. 40
Lot 82
10m- Northern BDY
16m- Western BDY
Finish Layer General Fill 26/08/2015 0 98% 1.0%
Wetter
Pass
Sample No. 89
Report No. 40
Lot 86
18m- Northern BDY
6m- Western BDY
Finish Layer General Fill 26/08/2015 0 98% 1.0%
Wetter
Pass
Sample No.90
Report No.40
Lot 84
9m- Northern BDY
8m- Eastern BDY
Finish Layer General Fill 26/08/2015 0 98.5% 0.5%
Wetter
Pass
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
19
Sample no. &
Report no.
Location
Layer
RL:
Material Type
Date Tested
Oversize (%)
Density Ratio (%)
Moisture
Variation (%)
Remark
Sample No. 93
Report No. 42
Lot 86
16m- Northern BDY
9m- Western BDY
Finish Layer General Fill 11/09/2015 0 95.5% 0.0%
OMC
Pass
Sample No. 94
Report No.42
Lot 87
11m- Northern BDY
13m- Western BDY
Finish Layer General Fill 11/09/2015 0 102% 0.0%
OMC
Pass
Sample No. 95
Report No.42
Lot 88
6m- Northern BDY
14m- Eastern BDY
Finish Layer General Fill
11/09/2015 0
100.5%
0.0%
OMC
Pass
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
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Appendix 3 – Site Photographs
1. Lots 74 & 75, Visual Inspection Of existing materials on-site.
58-98 Donald Road, Redland Bay.
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Report No: TG30027-43
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2.Lots 74 &75, Visual Inspection of existing materials on-site.
3.Level one filling, Lots 76,77 &78.
58-98 Donald Road, Redland Bay.
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Report No: TG30027-43
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4. Level one filling, Lots 79,80 & 81.
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
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5. Stripped Surface of Lots 81,82 83 & 84.
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
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6.Lots 88 Level one Filling
7.Stripped Surface, Lots 82
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
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8. Strip Surface Proof Roll, Lots 84 & 85.
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
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9. Start of project Lots 76 to 88.
58-98 Donald Road, Redland Bay.
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10. Stripped Surface Inspection, Lots 85 & 86.
58-98 Donald Road, Redland Bay.
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11. Stripped Surface Inspection, Lot 83.
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
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12. Stripped Surface Inspection, 88 to 82.
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
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17/09/2015
30
Appendix 4 – NATA Lab Results
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
31
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
32
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
33
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
34
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
35
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
36
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
37
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
38
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
39
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
40
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
41
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
42
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
43
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
44
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
45
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
46
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
47
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
48
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
49
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
50
58-98 Donald Road, Redland Bay.
Geotechnical – Level 1 Supervision Report
Report No: TG30027-43
Client: Frostdale Civil Contractors
17/09/2015
51