Level One Compliance Report - Lion Land Marketing
Transcript of Level One Compliance Report - Lion Land Marketing
1
SEPTEMBER 17, 2020
Prepared By
MORRISON GEOTECHNIC PTY LTD Prepared for:
RDS Roadworks Document Reference: 16848
Level One Compliance Report
Bulk Earthworks Filling Operations Holmview – Stage 2 and 3 105 Gardiner Road, Holmview
Brisbane | Gold Coast | Maroochydore Unit 1, 35 Limestone Street (PO Box 3063), Darra Q 4076 P (07) 3279 0900 F (07) 3279 0955
ABN 51 009 878 899 www.morrisongeo.com.au
Brisbane Office Job No: DL20-168 Ref No: 16848 Author: R. Mitchell
17th September 2020
RDS Roadworks Pty Ltd PO Box 4414 Loganholme, QLD, 4129 ATTENTION: MR MATTHEW LYNCH Email: [email protected] Dear Sir, RE: LEVEL ONE COMPLIANCE REPORT FOR
BULK EARTHWORKS FILLING OPERATIONS HOLMVIEW – STAGE 2 AND 3 105 GARDINER ROAD, HOLMVIEW
Table of Contents 1.0 INTRODUCTION .................................................................................................................................... 2
1.1 General ............................................................................................................................................ 2
1.2 Previous Earthworks ...................................................................................................................... 2
1.3 The Project ...................................................................................................................................... 3
2.0 THE BRIEF .............................................................................................................................................. 3
3.0 METHODOLOGY ................................................................................................................................... 3
3.1 Stripped Surface Assessment ...................................................................................................... 3
3.2 Filling Operations ............................................................................................................................ 4
4.0 STATEMENT OF COMPLIANCE ................................................................................................. 4
5.0 EXCLUSIONS ......................................................................................................................................... 5
6.0 LIMITATIONS.......................................................................................................................................... 5
ATTACHMENTS: ........................................................................................................................ 6
Appendix A – Site Plan Showing Test Locations ........................................................................ 6
Appendix B – Laboratory Test Results Reports .......................................................................... 6
Morrison Geo Report on Level 1 Earthworks Inspection and Testing Report Ref - 20067
- 2 - Job No: DL20-168
Ref: 16848 MORRISON GEOTECHNIC RDS Roadworks Pty Ltd
1.0 INTRODUCTION
1.1 General This report presents results of Level One Earthworks Inspections and associated Compaction Compliance testing carried out on Earthworks Fill constructed to form residential building platforms at the Holmview Stage 2 and 3 development at 105 Gardiner Road, Holmview.. Fill covered by this report includes fill behind retaining walls at the western portions of Lots 18 and 19: - The work was commissioned by Mr. M. Lynch representing RDS Roadworks Pty Ltd (The Client). Earthworks were carried out by The Client. Earthworks filling operations were carried out previously by CCA Winslow intermittently between 15th February 2018 and 13th September 2018. Earthwork filling operations resumed and were carried out by RDS Roadworks intermittently between 17th June 2020 and 23rd June 2020.
Picture 1: Aerial View of the Site (Image Source: Nearmap.com- dated 23rd November 2019)
1.2 Previous Earthworks Existing Fill is present at The Site. The existing fill was constructed by CCA Winslow Pty Ltd between 15th February 2018 and 13th September 2018 with Quality Control provided by Morrison Geotechnic. The existing fill is assessed to be controlled and is considered suitable for the support of new fill. For details relating to the existing fill at The Site, the Morrison Geotechnic Report on Level 1 Earthworks Inspection and Testing Report Ref – 20067 (GL18-019) dated 1st June 2020 should be consulted and is attached to this report as Appendix C.
- 3 - Job No: DL20-168
Ref: 16848 MORRISON GEOTECHNIC RDS Roadworks Pty Ltd
1.3 The Project
The Purpose for filling at The Site is to construct level residential building platforms on the lots identified in Section 1. The actual thickness of fill on an individual Lot can be obtained from the Developer as a Lot Disclosure Plan. The Site is bounded by existing developments to the East, North, South and Gardiner Road to the West. 2.0 THE BRIEF The Brief from the Client was limited to:
• Level One Inspection and Testing of the placement and compaction of fill materials in accordance with AS3798 2007 – “Guidelines on Earthworks for Commercial and Residential Developments”,
• Logan City Council Project Specifications.
• Relative Density Control Testing in accordance with AS1289 – Testing of Soils for Engineering Purposes and at frequencies required in AS3798 Table 8.1.
• Notes on Naxos Engineers Drawings.
All other design requirements such as CBR and Quality of Materials, site classification, material, settlement assessments and existing filling were not included in the Brief and are therefore excluded from this Report. 3.0 METHODOLOGY Earthworks Inspections and Testing was carried out on the stripped and exposed ground surfaces and during the placement and compaction of fill materials. Field and laboratory testing included a walk over assessments of the existing ground conditions, proof rolling and compaction of the fill foundation, observation of filling and compaction activities and compaction testing. All work was carried out in accordance with AS 3798 (Guidelines on Earthworks for Commercial and Residential Developments) and AS1289 (Testing of Soils for Engineering Purposes).
3.1 Stripped Surface Assessment The areas to be filled at The Site were observed to be stripped and cleared of all visible organic matter, deleterious, loose and unsuitable materials to depths exposing competent existing fill. The materials forming the fill foundation exposed after the stripping and clearing can be summarised as:
• Existing Fill – Gravelly Sandy Clay (SC) at least dense, low to medium plasticity fines, fine to coarse grained sands, grey, brown and moist.
• Natural – Shale Rock (XW) Extremely weathered, low strength, grey brown. Following the stripped surface assessment of the fill areas, the existing fill foundation was approved for filling using the following process:
• Walk over assessments confirming that the competent ground was exposed.
• Proof roll testing using large excavator with pin wheel attachment.
- 4 - Job No: DL20-168
Ref: 16848 MORRISON GEOTECHNIC RDS Roadworks Pty Ltd
• Heavy compaction of the surface of the existing fill. On this basis, the compliant assessments in accordance with above indicate that the exposed natural and filled ground forming the fill foundation is capable of supporting new fill materials.
3.2 Filling Operations
Fill material was sourced from onsite cuts. Materials used as fill can be broadly summarised as:
• Gravelly Sandy Clay (CI) – low to medium plasticity, fine to coarse grained sand and traces of fine to coarse gravels, grey, brown and moist.
Placement and compaction of the fill materials was carried out using the following plant:
• Pad Foot Roller • Excavator • Water Cart
• Pin wheel attachment to Excavator
• Grader •
The fill materials were moisture conditioned at the source and during placement to moisture contents suitable for compaction. Deleterious materials such as organics, sticks, roots and over size particles were sorted and removed during placement or were rejected for use. Occasional cobble sized particles may remain in the fill however are not considered to affect the fill as a mass. Placement of the fill materials was carried layers appropriate for the above plant and compacted using the above plant carrying out multiple passes. Our representative observed the filling process as described above and it was assessed to be consistent for the entire thickness of fill. Compaction testing was carried out on the compacted fill materials in accordance with Table 5.1 and 8.1 of AS3798 2007 and tested to AS1289 test methods. Testing achieved the required specification of 95% of the Hilf Density for fill supporting residential lots. Fill placed and compacted at measured density ratios less than those stated above were tyned, moisture conditioned and re-compacted until the required specification was achieved. Retesting was carried out using Random Stratified Location methods. The Location of the compaction tests are shown on the attached Test Reports. These test locations and levels were not obtained by survey and therefore should only be considered as approximate. 4.0 STATEMENT OF COMPLIANCE Our representative observed all the relevant earthworks operations including the stripped surface, filling operations and carried out field density tests in accordance with the required standards (AS 3798 and AS 1289) and specifications. It is confirmed that Level 1 Inspection has been carried out on the earthworks fill used to form residential lots identified in Section 1 and as shown as Figure 1. Based on observations made by our Geotechnicians and the results of the field and laboratory tests, the placed and compacted fill at the project has, as far as we have been able to assess, has been constructed in general accordance with the intent of AS3798 and the specifications. The fill can be deemed to be “Controlled” as defined in AS2870 (Residential Slabs and Footings).
- 5 - Job No: DL20-168
Ref: 16848 MORRISON GEOTECHNIC RDS Roadworks Pty Ltd
5.0 EXCLUSIONS This statement does not include any topsoil, which may be placed for use as dressing, pavements, trench backfill or any other subsequent earthworks after June 2020. Assessments of material quality such as soaked CBR and site classifications are excluded from this commission.
Our on-site attendance specifically excludes assessments of fill material quality and engineering properties that are outside the requirements of AS3798 - 2007, including soil or fill reactivity and soaked CBR values. We note that the fill materials used may result in unfavourable site classifications and low subgrade design strengths. Footings and ground slabs for any structures constructed over natural soils or controlled fill should be designed to accommodate the characteristic ground surface movements and settlement potential. Assessments of these design parameters are beyond the scope of this Report. This report is not to be relied upon for settlement analysis and soft soils engineering advice. This is beyond the scope of this report and outside our engagement. 6.0 LIMITATIONS This Report has been prepared by Morrison Geotechnic Pty Ltd (Morrison Geotechnic), and may include contributions from Morrison Geotechnic’s officers and employees, sub-contractors, sub-consultants or agents (Contributors). This Report is for the sole benefit and use of RDS Roadworks Pty Ltd (Client), its designers, clients and relevant statutory authorities for the sole purpose of providing geotechnical advice and recommendations in respect of the Holmview Stage 2 & 3, 105 Gardiner Road development (Project). The Report is only intended to address those issues expressly described in the Brief/ Work Instructions in this Report. This Report should not be used or relied upon for any other purpose without Morrison Geotechnic’s prior written consent. Morrison Geotechnic and the Contributors do not accept any responsibility or liability in any way whatsoever for the use or reliance of this Report by anyone other than the Client, its designers, its clients and relevant statutory authorities or by anyone else for any purpose other than that for which it has been prepared. Except with Morrison Geotechnic’s prior written consent, this Report may not be:
(a) released to any other party, whether in whole or in part (other than to the Client’s officers, employees, advisers, designers, clients and relevant statutory authorities);
(b) used or relied upon by any other party. Morrison Geotechnic and the Contributors do not accept any liability or responsibility whatsoever for, or in respect of, any use or reliance upon this Report by any other party. Morrison Geotechnic is not obliged to enter into discussions with any third party in respect of this Report. The information (including technical information and information obtained through discussions) on which this report is based has been provided by the Client and third parties. Morrison Geotechnic and the Contributors:
(a) have relied upon and presumed the accuracy of this information; (b) have not verified the accuracy or reliability of this information (other than as expressly
stated in this Report); (c) have not made any independent investigations or enquiries in respect of those matters
of which it has no actual knowledge at the time of giving this Report to the Client; and (d) make no warranty or guarantee, expressed or implied, as to the accuracy or reliability
of this information.
- 6 - Job No: DL20-168
Ref: 16848 MORRISON GEOTECHNIC RDS Roadworks Pty Ltd
Morrison Geotechnic and the Contributors do not accept responsibility or liability for any incorrect assumptions related to this Report. For the avoidance of doubt, this Report:
(a) is not an environmental, contamination or hazardous materials assessment; may be invalid, incomplete or inaccurate (including errors in the scope of work, investigation methodology, observations, opinions and advice) where the information provided to Morrison Geotechnic was invalid, incomplete or inaccurate;
(b) is limited to observations of those parts of the site described in Section 1.0. No warranty or guarantee, whether express or implied, is made in respect of the geotechnical data, information, advice, opinions and recommendations present in this Report. If further information becomes available, or additional assumptions need to be made, Morrison Geotechnic reserves its right to amend this Report. If you have any queries regarding the above, please contact our Brisbane office. Yours faithfully
RHYS MITCHELL For and on behalf of MORRISON GEOTECHNIC PTY LIMITED ATTACHMENTS: Appendix A – Site Plan Showing Approximate Extents of Controlled Filling Appendix B – Laboratory Test Results Reports Appendix C – Morrison Geotechnic Level One Report – Report Ref – 20067 dated 1st June 2020
Appendix A
Site Plan & Test Locations
Drawing No :
Engineers: M.Ballard D.DragunGeologists: R.HowchinLaboratory: M.Morrison & N.O'Haire
ABN: 51 009 878 899
Unit 1/ 35 Limestone St, Darra 4076 Ph: 3279 0900Email: [email protected] Project No :
Client :
HOLMVIEW STAGE 2 & 3
EARTHWORKS FIELD DENSITY TESTING - Level 1 Inspection
RDS ROADWORKS
DL20/168 DL20/168-01
MORRISON GEOTECHNIC PTY LTD Map Description :
Project :
Not to ScaleScale :
LEGEND0.0 - 0.99 Below Final Level
1.0 - 1.99 Below Final Level
2.0 - 2.99 Below Final Level
3.0 - 3.99 Below Final Level
4.0 - 4.99 Below Final Level
Final Level
LEGENDLEGENDLEGENDLEGENDLEGENDLEGENDLEGENDLEGENDLEGEND
Approximate Extents of Controlled FillingApproximate Extents of Controlled FillingApproximate Extents of Controlled FillingApproximate Extents of Controlled FillingApproximate Extents of Controlled FillingApproximate Extents of Controlled FillingApproximate Extents of Controlled FillingApproximate Extents of Controlled FillingApproximate Extents of Controlled Filling
222222222
111111111
Appendix B
Laboratory Test Reports
Material Test Report
Report Number: DL20/168-1
Issue Number: 1
Date Issued: 25/06/2020
Client: RDS ROADWORKS
P O BOX 4414, LOGANHOLME QLD 4129
Contact: Mr Michael Gurney
Project Number: DL20/168
Project Name: EARTHWORKS SUPERVISION
Project Location: 105 GARDINER ROAD, HOLMVIEW
Work Request: 8703
Date Sampled: 23/06/2020
Dates Tested: 23/06/2020 - 24/06/2020
Sampling Method: AS 1289.1.2.1 6.4 - Sampling from layers in earthworks orpavement - uncompacted/compacted
Specification: 95% STD
Site Selection: Selected by GTA
Material: Allotment Fill
Material Source: On Site
Morrison Geotechnic Pty Ltd
ABN: 51 009 878 899
Brisbane Laboratory
Unit 1, 35 Limestone Darra QLD 4076
Phone: (07) 3279 0900
Email: [email protected]
Accredited for compliance with ISO/IEC 17025 - Testing
Approved Signatory: Nathaniel O'Haire
Branch Manager
NATA Accredited Laboratory Number: 1169
Compaction Control AS 1289 5.7.1 & 5.8.1 & 2.1.1
Sample Number D20-8703A D20-8703B
Test Number 1 2
Date Tested 23/06/2020 23/06/2020
Time Tested 09:30 09:50
Test Request #/Location Lot18 Lot19
Line / Offset 14m off Front Boundary 10m off Front Boundary
Offset 3m off RHS Boundary 3m off RHS Boundary
Layer / Reduced Level Final Level Final Level
Soil Description Clayey Gravel, Brown Clayey Gravel, Brown
Test Depth (mm) 150 150
Sieve used to determine oversize (mm) 19.0 19.0
Percentage of Wet Oversize (%) 11.1 17.1
Field Wet Density (FWD) t/m3 2.11 2.27
Field Moisture Content % 6.9 10.5
Field Dry Density (FDD) t/m3 1.98 2.06
Peak Converted Wet Density t/m3 ** **
Adjusted Peak Converted Wet Densityt/m3
2.16 2.28
Moisture Variation (Wv) % ** **
Adjusted Moisture Variation % 2.5 0.0
Hilf Density Ratio (%) 98.0 100.0
Compaction Method Standard Standard
Moisture Variation Note:
Positive values = test is dry of OMC
Negative values = test is wet of OMC
Report Number: DL20/168-1 This document shall not be reproduced except in full without approval of the laboratory.Results relate only to the items tested/sampled.
Page 1 of 1
Appendix C
Level One Report - Ref # 20067
Brisbane | Gold Coast | Maroochydore
Unit 1, 5 Brendan Drive (PO Box 2011), Nerang Q 4211 P (07) 5596 1599 F (07) 5527 2027
ABN 51 009 878 899
www.morrisongeo.com.au
Gold Coast Office Job: GL18/019 Ref: 20067 Author: Ian Masman
1st June, 2020
CCA Winslow 157 Ipswich Road Rocklea Qld, 4106 ATTENTION: MR JAMES MARTIN Email: [email protected] Dear Sir RE: LEVEL ONE COMPLIANCE REPORT FOR EARTHWORKS FILLING OPERATIONS
PROPOSED SUBDIVISION – STAGES 2 & 3 105 GARDINER ROAD, HOLMVIEW
Table of Contents
1.0 INTRODUCTION ......................................................................................................................... 2
1.1 General .................................................................................................................................... 2
1.2 Previous Earthworks ............................................................................................................... 2
1.3 The Project .............................................................................................................................. 2
2.0 THE BRIEF ................................................................................................................................. 3
2.1 Additional Requirements ............................................................................................................ 4
3.0 METHODOLOGY ........................................................................................................................ 4
3.1 Stripped Surface Assessment ................................................................................................. 4
4.0 STATEMENT OF COMPLIANCE ............................................................................................... 7
5.0 EXCLUSIONS ............................................................................................................................. 7
6.0 LIMITATIONS ............................................................................................................................. 7
- 2 - Job No:GL18/019
Ref:20067 MORRISON GEOTECHNIC Client – CCA Winslow Pty Ltd
1.0 INTRODUCTION
1.1 General This report presents results of Level One earthworks inspections, field testing and associated Compaction Compliance testing carried out on earthworks fill placed and compacted to form residential building platforms and embankments below subgrade at the Proposed Subdivision, Stage 1 development, 105 Gardiner Road, Holmview (The Site). The work was commissioned by Mr. Tim Shakespeare representing CCA Winslow (The Client) using Purchase Order 39016. The earthworks were carried out by The Client. Earthworks filling operations were carried out intermittently between 15th February and 13th September, 2018.
1.2 Previous Earthworks As far as can be determined, no previous earthworks have been carried out at The Site.
1.3 The Project The proposed development at The Site includes residential allotments, new pavements and associated underground service networks. Earthworks filling was required to form building platforms supporting proposed residences, and embankments below subgrade supporting future pavements. Earthworks construction at The Site included stripping vegetation, organics and topsoil; proof roll testing of the natural ground surface, and then filling The Site to the project design levels. The Site is bounded by Gardiner Road to the East and existing subdivisions to the North, South and West.
- 3 - Job No:GL18/019
Ref:20067 MORRISON GEOTECHNIC Client – CCA Winslow Pty Ltd
Picture 1: Aerial View of the Site (Image Source: Nearmap.com, showing 17th April, 2020).
2.0 THE BRIEF The Brief from the Client was limited to:
Level One Inspections of the placement and compaction of fill materials between the existing ground levels and the design earthworks levels in accordance with AS3798 2007 – “Guidelines on Earthworks for Commercial and Residential Developments”;
Relative Density Control Testing in accordance with AS1289 – Testing of Soils for Engineering Purposes and at frequencies required in AS3798 Table 8.1.
Logan City Council Requirements.
Notes on Naxos Engineers project drawings. All other design requirements such as CBR and Quality of Materials, site classification, material assessments, foundation assessments and slope / global stability appraisals were not included in the Brief and are therefore excluded from this Report. Naxos Engineers Earthworks Plans C17-337-C302 G indicates the extents of fill to be constructed at The Site. The plans are considered to be a reasonable indication of the actual fill constructed during our involvement. For confirmation of the actual thickness of fill on an individual lot, a Lot Disclosure Plan can be requested from the Developer.
- 4 - Job No:GL18/019
Ref:20067 MORRISON GEOTECHNIC Client – CCA Winslow Pty Ltd
2.1 Additional Requirements Morrison Geotechnic was not engaged to carry out additional works other than what was outlined in the Brief.
3.0 METHODOLOGY Earthworks Inspections and Testing was carried out on the stripped and exposed ground surfaces and during the placement and compaction of fill materials forming residential allotments and embankments below subgrade. Field and laboratory testing included walk over assessments of the existing ground conditions, proof roll testing of the stripped surface including the natural surface, observations of filling and compaction activities, field density testing using a soil moisture density gauge and Hilf Density compactions.
3.1 Stripped Surface Assessment The Site had been cleared of all debris, trees and topsoil. Visible organic matter, uncompacted or loose soil, unsuitable materials and any over wet areas were removed to expose the natural foundation. The materials exposed after stripping and clearing the site which formed the fill foundation can be broadly summarized as:
Natural – Sandy Clay (CI - CH), Very Stiff, medium to high plasticity, fine to medium grained sand, grey / brown and moist.
Natural – Rock (XW) Extremely weathered Argillite and low strength, grey / yellow/ brown.
The stripped surface was proof rolled by The Client in the presence of our Geotechnicians using a large pad foot roller carrying out multiple passes. Areas where movements were observed beneath the wheels of the plant were removed to a suitable base or tyned, air dried to approximate optimum moisture content and re-compacted. After the above treatments were carried out, the proof rolling process was repeated. When no visible movement or vertical deflection was observed during proof roll testing, the stripped surface was assessed to be suitable as a foundation for the placement of fill. Any ponds or dams were dewatered and all wet silts clays and other deleterious materials were
removed to a suitable base and ground water drainage was implemented.
- 5 - Job No:GL18/019
Ref:20067 MORRISON GEOTECHNIC Client – CCA Winslow Pty Ltd
Picture 2: View of the Stripped Surface Prior to the Placement of Fill
3.2 Filling Operations Fill materials were sourced from cut areas onsite from existing and future stages. Materials used as fill at The Site can be summarized as: -
Sandy Clayey Gravel (GC), fine to coarse gravel, low plasticity with fine to coarse grained sand, yellow / brown and grey and moist.
Placement and compaction of the fill materials was carried out using the following plant:
Excavators Dozer
Water Truck Pad Foot Roller
Truck & dogs 815 Compactor
Articulated Trucks
The fill was placed in layers appropriate for the above plant, moisture conditioned at the fill source and during placement and thoroughly mixed to achieve moisture contents suitable for compaction.
- 6 - Job No:GL18/019
Ref:20067 MORRISON GEOTECHNIC Client – CCA Winslow Pty Ltd
To the extent that was reasonably practicable, fill materials visibly containing excessive amounts of silts or deleterious materials such as sticks, oversize particles or construction debris were sorted to remove the contaminants prior to placement, or rejected for use. Some cobble sized particles may remain in the body of the fill, however are unlikely to be in sufficient quantities to adversely affect the performance of the new fill. Sloping areas requiring filling were benched and continually keyed into the slope prior to and during fill placement. Compaction of the fill was carried out using multiple passes of the above compaction plant. Field density tests and laboratory compactions were carried out on the fill materials in accordance with Table 5.1 and 8.1 of AS3798 2007 (Guidelines on Earthworks for Commercial and Residential Developments) and tested to AS1289 test methods (Testing of Soils for Engineering Purposes). Testing under this Job Number for the recent works achieved the required compaction specification of 95% standard Hilf compaction. The location of the field density tests are shown on the Site Plan contained in Appendix A. The results of the field density and laboratory compaction tests are contained in Appendix B. These test locations and levels were not obtained by survey and are therefore should only be considered as approximate.
Picture 3: Site Earthworks Filling Operations
- 7 - Job No:GL18/019
Ref:20067 MORRISON GEOTECHNIC Client – CCA Winslow Pty Ltd
4.0 STATEMENT OF COMPLIANCE Our representatives observed the relevant earthworks operations during our engagement including the stripped surface, fill placement and compaction operations and carried out field density tests and laboratory compaction tests in accordance with The Brief. The fill at The Site has been observed to be placed and compacted in accordance with AS3798 and can be classed as “Controlled Fill” as defined in AS2870 (Residential Slabs and Footings).
5.0 EXCLUSIONS The project wasn’t completed during our engagement in 2018. Two areas will require further work, the area where the topsoil was stockpiled in Samford Drive will require checking and removal if any remaining topsoil and filling, and compaction behind the retaining walls in Lots 16 to 23. The compliance statement excludes any top soil, which may be placed for use as Lot dressing or any other subsequent earthworks after 13th September 2018. All trench backfill, landscaping fill and other fill placed without our knowledge is also excluded. Assessments of batter stability, global stability, and material quality such as soaked CBR and site classifications are excluded from this commission. The stability of any fill batters in the long term must take account of the variable materials used for the construction of the fill platforms and all surface loads including traffic loads near the crest of all batters. Our on-site attendance specifically excludes assessments of fill material quality and engineering properties that are outside the requirements of AS3798 - 2007, including soil or fill reactivity and soaked CBR values. We note that the fill materials comprise clay soils, which may result in unfavorable site classifications for individual lots and low subgrade design strengths for pavements. Footings and ground slabs for any structures constructed over natural soils or controlled fill should be designed to accommodate the characteristic ground surface movements and settlement potential. Assessments of these design parameters are beyond the scope of this Report. Controlled fill (Level 1 Fill) provides an overview that the Earthwork Specification has been met. There
are instances where significant long term settlements of controlled fill can occur. Large total and
differential settlements can be expected where fill has been placed over soft and compressible soils
and where the thickness of controlled fill varies significantly across a lot.
In some cases, fill materials with high silt content can deteriorate in wet weather conditions resulting in allowable bearing pressures less than 100 kPa.
6.0 LIMITATIONS
This Report has been prepared by Morrison Geotechnic Pty Ltd (Morrison Geotechnic), and may include contributions from Morrison Geotechnic’s officers and employees, sub-contractors, sub-consultants or agents (Contributors). This Report is for the sole benefit and use of CCA Winslow Pty Ltd (Client), its designers, clients and relevant statutory authorities for the sole purpose of providing geotechnical advice and recommendations in respect of Proposed Subdivision, Stages 2 & 3, 105 Gardiner Road, Holmview (Project). The Report is only intended to address those issues expressly described in the Brief/ Work Instructions in this Report. This report should not be relied upon for assessing fill extents and thicknesses. This Report should not be used or relied upon for any other purpose without Morrison Geotechnic’s prior written consent. Morrison Geotechnic and the Contributors do not accept any responsibility or
liability in any way whatsoever for the use or reliance of this Report by anyone other than the Client, its
designers, its clients and relevant statutory authorities or by anyone else for any purpose other than that for which it has been prepared.
- 8 - Job No:GL18/019
Ref:20067 MORRISON GEOTECHNIC Client – CCA Winslow Pty Ltd
Except with Morrison Geotechnic’s prior written consent, this Report may not be:
(a) released to any other party, whether in whole or in part (other than to the Client’s
officers, employees, advisers, designers, clients and relevant statutory authorities);
(b) Used or relied upon by any other party. Morrison Geotechnic and the Contributors, do not accept any liability or responsibility whatsoever for, or in respect of, any use or reliance upon this Report by any other party. Morrison Geotechnic is not obliged to enter into discussions with any third party in respect of this Report.
The information (including technical information and information obtained through discussions) on which this report is based has been provided by the Client and third parties. Morrison Geotechnic and the Contributors:
(a) have relied upon and presumed the accuracy of this information;
(b) have not verified the accuracy or reliability of this information (other than as expressly stated in this Report);
(c) have not made any independent investigations or enquiries in respect of those matters of which it has no actual knowledge at the time of giving this Report to the Client; and
(d) Make no warranty or guarantee, expressed or implied, as to the accuracy or reliability of this information.
Morrison Geotechnic and the Contributors do not accept responsibility or liability for any incorrect assumptions related to this Report. For the avoidance of doubt, this Report:
(a) is not an environmental, contamination or hazardous materials assessment; may be invalid, incomplete or inaccurate (including errors in the scope of work, investigation methodology, observations, opinions and advice) where the information provided to Morrison Geotechnic was invalid, incomplete or inaccurate;
(b) Is limited to observations of those parts of the site described in Section 1.0. No warranty or guarantee, whether express or implied, is made in respect of the geotechnical data, information, advice, opinions and recommendations present in this Report. If further information becomes available, or additional assumptions need to be made, Morrison Geotechnic reserves its right to amend this Report. If you have any queries regarding the above, please contact Mr. Ian Masman at our Gold Coast office.
Ian Masman For and on behalf of MORRISON GEOTECHNIC PTY LIMITED ATTACHMENTS: Appendix A – Site Plan Appendix B – Test Reports Appendix C – Photo Gallery
GL18/019
20067 – CCA Winslow – Stages 2 & 3
Appendix A
(Site Plan)
SWD SWD SWD
S
W
D
W
W
W W W W W
W
A
C303
A
C303
C
C305
C
C305
B
C304
B
C304
E
C304
E
C304
D
C303
D
C303
F
C305
SS
S
WW
W
4
1817
36
1
2
3
6
11
5
9
7
10
13
12
16
14
19 20 21 22 23 24 2625 27 28 29 3130600
32333435
37
43
38
39
40
45
41
46
4742
48
44 49
50
51
52 53 54 5556
57
58
59
60
61
8
601
15
STAGE 1STAGE 3
STAGE 2
FSL 65.90
FSL 70.25
FSL 67.50
FSL 68.35 FSL 65.35
FSL 64.50
FSL 63.40FSL 66.40
FSL 62.90
FSL 62.30FSL 65.30
FSL 64.55 FSL 61.55
FSL 60.85FSL 63.85
FSL 63.60 FSL 60.60
FSL 75.90 FSL 73.05 FSL 71.05 FSL 68.95 FSL 67.10 FSL 65.35 FSL 63.40 FSL 61.50 FSL 59.60 FSL 57.70 FSL 56.90 FSL 51.90 FSL 50.80 FSL 49.75 FSL 48.90 FSL 48.30
FSL 60.60 FSL 57.60
FSL 61.25
FSL 61.95
FSL 63.20 FSL 60.20
FSL 58.25
FSL 58.95
FSL 61.60
FSL 55.05
FSL 53.90
FSL 52.85
FSL 56.00
FSL 56.85 FSL 53.85
FSL 53.00
FSL 52.05
FSL 50.90
FSL 49.85
FSL 67.25
FSL 67.25
FSL 67.25
FSL 67.80
FSL 68.35FSL 71.35
FSL 70.80
FSL 70.25
FSL 70.25
FSL 70.50
FSL 57.90
FSL 57.20
FSL 56.20
FSL 55.10
FSL 54.10
FSL 57.00 FSL 55.70 FSL 53.90 FSL 52.40 FSL 52.10 FSL 49.20 FSL 48.30 FSL 47.35 FSL 46.65
FSL 46.65
FSL 48.65
FSL 49.80
FSL 50.70
FSL 51.45
FSL 51.50FSL 64.60
FSL 72.20FSL 69.20
DENA
LI ST
REET
MATT
ERHO
RN S
TREE
T
GARDINER ROAD
JONAS CCT
EIGER STREET
SAMF
ORD
DRIV
E
DRIVEWAY 3
DRIV
EWAY
1DR
IVEW
AY 2
F
C305
CONSULTANT : NAXOS ENGINEERSDISCIPLINE : CIVIL DIVISIONCONTACT : DANIEL ROWETELPHONE : 1300 598 544EMAIL : [email protected]
TE
ND
ER
IS
SU
E
PROPOSED SUB-DIVISION AT 105 GARDINER ROAD,HOLMVIEW - STAGE 1
GARDINER LAND PTY LTD
BULK EARTHWORS LAYOUT PLAN
A1C17-337
C302
G
SURVEYMARK
3386-0001-3
PSM175377 RL77.253
LOT 28 ON RP 96004
3.88 HA
1:500IMPACT DEVELOPMENTS
DR DR
CMT CMTRevision:
Drawing No.
Job No.Orig. Drg. Size
Project:
Title:
Client:
DESCRIPTIONNo. DATE DRAWNAMENDMENTS
DESCRIPTIONNo. DATE DRAWN
IMAGERY, CADASTRAL AND SURVEY DATA DISCLAIMERWhile every care is taken by NAXOS Engineers Pty Ltd to ensure the accuracy of the datasupplied by local authorities, dial before you dig (dbyd) records, as constructed informationand detailed survey, we make no representations or warranties about its accuracy, reliability,completeness or suitability for any particular purpose and disclaim all responsibility and allliability (including without limitation, liability in negligence) for all expenses, losses, damages(including indirect or consequential damage) and costs which may be incurred as a result ofdata being inaccurate or incomplete in any way and for any reason.
Surveyor:
Plan Ref.:Level Datum AHD
RP Description:
Size of Land:
North: Scale:Associated Consultant:
Drawn: Design:
Checked: Supervisor:
Approved:
RPEQ. Date:PO Box 224, Spring Hill QLD 4004
T 1300 598 544
50 Leichhardt Street, Spring Hill QLD 4000
NAXOSENGINEERS.COM.AU
(m)
SCALE 1 : 500
0 10 20 30
(m)
SCALE 1 : 500
0 10 20 30
LEGEND
FSL 53.90
DENOTES AREA OF CUT
BULK EARTHWORKS LEVEL54.500EXISTING SURFACE LEVEL12.75
PAD OUTLINE
DENOTES PROPOSEDPLATFORM LEVEL
DENOTES AREA OF FILL
SITE PREPARATION
EARTHWORKS TABLE
CUT (m³) FILL (m³)
SITE STRIPPING (50mm CLEARING + 50mm STRIP)
BULK EARTHWORKS (FROM STRIPPED SURFACE)
NETT (m³)
- 3547.056
- 18132.449 + 63794.696 + 45662.248
BASEMENT EXCAVATION
- 18132.449 m³GRAND TOTAL + 63794.696 m³ + 45662.248 m³
TEMPORARY EARTHWORKS BATTER
NOTE: EARTHWORKS VOLUMES ARE TAKEN FROM STRIPPED SURFACE LEVEL.CONTRACTOR IS TO CONFIRM VOLUMES PRIOR TO TENDER OR COMMENCEMENT OF WORKS ON SITE.
CONTRACTOR TO PROTECT ALLSERVICES TRAVERSING OR ADJACENT TOTHE DEVELOPMENT SITE AT ALL TIMES
CONTRACTOR TO CONFIRM SOIL TYPEAND ACCEPTABLE TEMPORARY BATTERANGLE WITH GEOTECHNICAL ENIGINEERPRIOR TO UNDERTAKING EARTHWORKS
CONTRACTOR TO CONFIRM LOCATIONOF ALL SERVICES TRAVERSING ORADJACENT TO THE DEVELOPMENT SITEPRIOR TO UNDERTAKING WORKS.
THIS DEVELOPMENT MAY REQUIRE THEIMPLEMENTATION OF SOIL RETENTION
METHODS DURING CONSTRUCTION. IT IS THECONTRACTORS RESPONSIBILITY TO ENSURE
THESE WORKS ARE CERTIFIED BY A SUITABLYQUALIFIED RPEQ AND INSTALLED PRIOR TO
UNDERTAKEN THE FILLING AND EXCAVATIONWORKS AS INDICATED ON THIS PLAN
THIS PLAN TO BE READ INCONJUNCTION WITH
PLANS C301, C303
THE CONTRACTOR IS TO PRODUCE AMANAGEMENT PLAN FOR CONTROL OF DUST
AND AIR EMISSIONS DURING WORKS.
NO DUST IS TO EXTEND BEYOND THE SITEBOUNDARY INCLUDING VEHICLES ENTERING
AND LEAVING THE SITE.
- - 3547.056
TOP OF BATTER
ISSUE FOR CLIENT REVIEWA 23.06.2017 DR
TYPICAL ALLOTMENT GRADING
N.T.S.
*
*
F.S.L.
(UNO)
F
.
S
.
L
.
+
0
.
1
0
F
.
S
.
L
.
F
.
S
.
L
.
F
.
S
.
L
.
-
0
.
1
0
ISSUE FOR CLIENT REVIEWB 29.06.2017 DR
PRELIMINARY FINISHED LEVELS FOR FUTUREDEVELOPMENT PLOTTED FOR COUNCILASSESSMENT PURPOSE ONLY. LEVELS ARE NOTFINAL OR TO BE USED FOR CONSTRUCTION.
ISSUE FOR TENDER
ISSUE FOR APPROVALC 04.07.2017 DRRE-ISSUE FOR APPROVALD 17.07.2017 DRRESPONSE TO LCC RFIE 24.07.2017 DR
PART OF STAGE2 & 3 WORKS
WORKS TO BE UNDERTAKENAS PART OF STAGE 2 & 3
11311 14.08.2017
ISSUED FOR TENDERF 29.08.2017 ARBATTER LOTS 27-31G 09.11.2017 DR
1:4 BATTER
GL18/019
20067 – CCA Winslow – Stages 2 & 3
Appendix B
(Laboratory Test reports, may
contain results from other
stages)
Client : CCA WINSLOW Report Number: GL18-019.8/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 16/03/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 241811 241812 241813 241814
Test Number : 23 24 25 26
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 13/03/2018 13/03/2018 13/03/2018 13/03/2018
Date Tested : 13/03/2018 13/03/2018 13/03/2018 13/03/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE ONSITE
Lot Number : 35 36
Sample Location : LOT 35 LOT 36 REFER TO REFER TO
REFER TO REFER TO SITE PLAN SITE PLAN
SITE PLAN SITE PLAN RL 53.80 RL 53.77
RL 52.09 RL 52.54
Test Depth (mm ) : 150 150 150 150
Layer Depth (mm) : - - - -
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 12 10 13 12
Oversize Dry (%) :
Oversize Density (t/m³) : 2.503 2.488 2.492 2.495
Field Moisture Content (%) : 9.3 10.1 8.3 7.9
Hilf MDR Number : 241811 241812 241813 241814
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 81.5 87 77.5 77
Field Wet Density (t/m³) : 2.230 2.190 2.220 2.230
Optimum Moisture Content (%) : 11.4 11.6 10.7 10.3
Moisture Variation : 2.1 1.4 2.4 2.4
Peak Converted Wet Density
(t/m³) :2.2* 2.17* 2.22* 2.24*
Hilf Density Ratio (%) : 101.0 101.0 100.0 99.5
Minimum Specification : 95 95 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.10/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 20/03/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 241872 241873 241874 241875
Test Number : 31 32 33 34
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 15/03/2018 15/03/2018 15/03/2018 15/03/2018
Date Tested : 15/03/2018 15/03/2018 15/03/2018 15/03/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE ONSITE
Lot Number : 8 8
Sample Location : LOT 8 LOT 8 REFER TO REFER TO
REFER TO REFER TO SITE PLAN SITE PLAN
SITE PLAN SITE PLAN RL 53.92 RL 53.66
RL 54.60 RL 54.35
Test Depth (mm ) : 150 150 150 150
Layer Depth (mm) : - - - -
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 6 6 2 2
Oversize Dry (%) :
Oversize Density (t/m³) : 2.411 2.393 2.437 2.407
Field Moisture Content (%) : 17.0 18.3 22.0 22.1
Hilf MDR Number : 241872 241873 241874 241875
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 97 90 88 89.5
Field Wet Density (t/m³) : 2.090 2.070 2.020 2.000
Optimum Moisture Content (%) : 17.6 20.4 25.0 24.7
Moisture Variation : 0.6 2.1 2.9 2.4
Peak Converted Wet Density
(t/m³) :1.99* 1.99* 1.94* 1.98*
Hilf Density Ratio (%) : 105.0 104.0 104.5 101.5
Minimum Specification : 95 95 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.11/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 21/03/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 241922 241923 241924 241925
Test Number : 35 36 37 38
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 17/03/2018 17/03/2018 17/03/2018 17/03/2018
Date Tested : 17/03/2018 17/03/2018 17/03/2018 17/03/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE ONSITE
Lot Number :
Sample Location : REFER TO REFER TO REFER TO REFER TO
SITE PLAN SITE PLAN SITE PLAN SITE PLAN
RL 54.90 RL 55.16 RL 56.60 RL 52.12
Test Depth (mm ) : 150 150 150 150
Layer Depth (mm) : - - - -
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 14 16 14 11
Oversize Dry (%) : -
Oversize Density (t/m³) : 2.436 2.419 2.462 2.435
Field Moisture Content (%) : 17.1 11.3 12.6 11.2
Hilf MDR Number : 241922 241923 241924 241925
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1 AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 & 5.7.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 78.5 87.5 85.5 84.5
Field Wet Density (t/m³) : 2.070 2.080 2.050 2.060
Optimum Moisture Content (%) : 21.9 12.9 14.7 13.3
Moisture Variation : 4.5 1.7 2.1 2.1
Peak Converted Wet Density
(t/m³) :2.02* 2.1* 2.13* 2.11*
Hilf Density Ratio (%) : 102.0 99.0 96.0 97.5
Minimum Specification : 95 95 95 95
Moisture Specification : - - - -
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.12/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 21/03/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 241926 241927
Test Number : 39 40
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 17/03/2018 17/03/2018
Date Tested : 17/03/2018 17/03/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number :
Sample Location : REFER TO REFER TO
SITE PLAN SITE PLAN
RL 51.20 RL 53.09
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 11 14
Oversize Dry (%) :
Oversize Density (t/m³) : 2.445 2.464
Field Moisture Content (%) : 16.3 11.8
Hilf MDR Number : 241926 241927
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 87.5 86
Field Wet Density (t/m³) : 2.050 2.060
Optimum Moisture Content (%) : 18.6 13.7
Moisture Variation : 2.3 1.9
Peak Converted Wet Density
(t/m³) :2.04* 2.09*
Hilf Density Ratio (%) : 100.5 98.5
Minimum Specification : 95 95
Moisture Specification : - -
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.17/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 9/04/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242131 242132 242133 242134
Test Number : 55 56 57 58
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 28/03/2018 28/03/2018 28/03/2018 28/03/2018
Date Tested : 28/03/2018 28/03/2018 28/03/2018 28/03/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE ONSITE
Lot Number : 35 36 7
Sample Location : LOT 35 LOT 36 REFER TO LOT 7
REFER TO REFER TO SITE PLAN REFER TO
SITE PLAN SITE PLAN RL 58.00 SITE PLAN
RL 55.10 RL 56.05 RL 58.15
Test Depth (mm ) : 150 150 150 150
Layer Depth (mm) : - - - -
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 2 4 4 4
Oversize Dry (%) :
Oversize Density (t/m³) : 2.289 2.299 2.277 2.303
Field Moisture Content (%) : 13.2 25.6 10.9 20.9
Hilf MDR Number : 242131 242132 242133 242134
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1 AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 99.5 100 96.5 100.5
Field Wet Density (t/m³) : 2.140 2.000 2.080 1.980
Optimum Moisture Content (%) : 13.3 25.6 11.3 20.8
Moisture Variation : 0.1 0.0 0.5 0.0
Peak Converted Wet Density
(t/m³) :2.16* 2.04* 2.09* 1.99*
Hilf Density Ratio (%) : 99.0 98.0 99.5 99.5
Minimum Specification : 95 95 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.18/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 9/04/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242135 242136
Test Number : 59 60
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 28/03/2018 28/03/2018
Date Tested : 28/03/2018 28/03/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 8
Sample Location : LOT 8 REFER TO
REFER TO SITE PLAN
SITE PLAN RL 58.05
RL 59.11
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 5 5
Oversize Dry (%) :
Oversize Density (t/m³) : 2.304 2.354
Field Moisture Content (%) : 18.0 11.5
Hilf MDR Number : 242135 242136
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 101.5 100
Field Wet Density (t/m³) : 2.030 2.060
Optimum Moisture Content (%) : 17.7 11.5
Moisture Variation : -0.1 0.0
Peak Converted Wet Density
(t/m³) :2.01* 2.08*
Hilf Density Ratio (%) : 101.0 99.0
Minimum Specification : 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.19/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 13/04/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242334 242335
Test Number : 61 62
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 11/04/2018 11/04/2018
Date Tested : 11/04/2018 11/04/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number :
Sample Location : REFER TO REFER TO
SITE PLAN SITE PLAN
RL 61.25 RL 58.95
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 3 2
Oversize Dry (%) :
Oversize Density (t/m³) : 2.391 2.384
Field Moisture Content (%) : 8.1 7.0
Hilf MDR Number : 242334 242335
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 101.5 77
Field Wet Density (t/m³) : 2.120 2.110
Optimum Moisture Content (%) : 8.0 9.1
Moisture Variation : 0.0 2.2
Peak Converted Wet Density
(t/m³) :2.16* 2.13*
Hilf Density Ratio (%) : 98.0 99.0
Minimum Specification : 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.20/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 18/04/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242373 242374 242375 242376
Test Number : 63 64 65 66
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 12/04/2018 12/04/2018 12/04/2018 12/04/2018
Date Tested : 12/04/2018 12/04/2018 12/04/2018 12/04/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE ONSITE
Lot Number :
Sample Location : REFER TO REFER TO REFER TO REFER TO
SITE PLAN SITE PLAN SITE PLAN SITE PLAN
RL 55.40 RL 55.22 RL 58.07 RL 56.03
Test Depth (mm ) : 150 150 150 150
Layer Depth (mm) : - - - -
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 4 5 4 6
Oversize Dry (%) :
Oversize Density (t/m³) : 2.495 2.484 2.500 2.478
Field Moisture Content (%) : 16.2 19.4 14.5 10.9
Hilf MDR Number : 242373 242374 242375 242376
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 75 74 83 78
Field Wet Density (t/m³) : 1.920 1.930 2.160 2.190
Optimum Moisture Content (%) : 21.6 26.1 17.5 14.0
Moisture Variation : 5.4 6.3 2.9 3.1
Peak Converted Wet Density
(t/m³) :1.84* 1.87* 2.07* 2.08*
Hilf Density Ratio (%) : 104.5 103.0 104.5 105.5
Minimum Specification : 95 95 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.21/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 18/04/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242443 242444
Test Number : 67 68
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 16/04/2018 16/04/2018
Date Tested : 16/04/2018 16/04/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number :
Sample Location : REFER TO REFER TO
SITE PLAN SITE PLAN
RL 59.24 RL 58.66
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 3 3
Oversize Dry (%) :
Oversize Density (t/m³) : 2.490 2.482
Field Moisture Content (%) : 7.0 8.7
Hilf MDR Number : 242443 242444
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 77 78
Field Wet Density (t/m³) : 2.180 2.180
Optimum Moisture Content (%) : 9.1 11.1
Moisture Variation : 2.2 2.4
Peak Converted Wet Density
(t/m³) :2.17* 2.18*
Hilf Density Ratio (%) : 100.5 100.0
Minimum Specification : 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.22/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 23/04/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242552 242553 242554
Test Number : 69 70 71
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 19/04/2018 19/04/2018 19/04/2018
Date Tested : 19/04/2018 19/04/2018 19/04/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE
Lot Number : - - -
Sample Location : REFER TO REFER TO REFER TO
SITE PLAN SITE PLAN SITE PLAN
RL 60.0 RL 62.0 RL 61.0
Test Depth (mm ) : 150 150 150
Layer Depth (mm) : - - -
Maximum Size (mm) : 19 19 19
Oversize Wet (%) : 4 4 4
Oversize Dry (%) :
Oversize Density (t/m³) : 2.457 2.471 2.457
Field Moisture Content (%) : 9.6 9.3 8.2
Hilf MDR Number : 242552 242553 242554
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard Standard
Field Density Method : AS1289.5.8.1 & 5.7.1 AS1289.5.8.1 & 5.7.1 AS1289.5.8.1 & 5.7.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 78 80 74.5
Field Wet Density (t/m³) : 2.160 2.160 2.190
Optimum Moisture Content (%) : 12.3 11.6 11.0
Moisture Variation : 2.7 2.3 2.8
Peak Converted Wet Density
(t/m³) :2.13* 2.19* 2.19*
Hilf Density Ratio (%) : 101.5 98.5 100.0
Minimum Specification : 95 95 95
Moisture Specification : - - -
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.23/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 3/05/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242814 242815 242816 242817
Test Number : 72 73 74 75
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 27/04/2018 27/04/2018 27/04/2018 27/04/2018
Date Tested : 27/04/2018 27/04/2018 27/04/2018 27/04/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE ONSITE
Lot Number : 6 37 5 38
Sample Location : LOT 6 LOT 37 LOT 5 LOT 38
REFER TO REFER TO REFER TO REFER TO
SITE PLAN SITE PLAN SITE PLAN SITE PLAN
RL 60.57 RL 58.16 RL 60.64 RL 58.30
Test Depth (mm ) : 150 150 150 150
Layer Depth (mm) : - - - -
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 11 11 10 11
Oversize Dry (%) :
Oversize Density (t/m³) : 2.400 2.409 2.388 2.404
Field Moisture Content (%) : 5.5 6.8 6.1 7.0
Hilf MDR Number : 242814 242815 242816 242817
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 56 65.5 60.5 70.5
Field Wet Density (t/m³) : 2.190 2.260 2.190 2.280
Optimum Moisture Content (%) : 9.8 10.4 10.1 9.9
Moisture Variation : 4.4 3.6 4.0 2.9
Peak Converted Wet Density
(t/m³) :2.21* 2.19* 2.2* 2.21*
Hilf Density Ratio (%) : 99.0 103.0 99.5 103.0
Minimum Specification : 95 95 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.24/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 3/05/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242855 242856
Test Number : 76 77
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 30/04/2018 30/04/2018
Date Tested : 30/04/2018 30/04/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 23 26
Sample Location : LOT 23 LOT 26
REFER TO REFER TO
SITE PLAN SITE PLAN
RL 59.90 RL 56.30
Test Depth (mm ) : 150 150
Layer Depth (mm) : 200 200
Maximum Size (mm) : 19 19
Oversize Wet (%) : 11 15
Oversize Dry (%) :
Oversize Density (t/m³) : 2.433 2.497
Field Moisture Content (%) : 9.2 9.4
Hilf MDR Number : 242855 242856
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 & 5.7.1 AS1289.5.8.1 & 5.7.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 69.5 69.5
Field Wet Density (t/m³) : 2.210 2.220
Optimum Moisture Content (%) : 13.2 13.5
Moisture Variation : 4.0 4.0
Peak Converted Wet Density
(t/m³) :2.13* 2.15*
Hilf Density Ratio (%) : 103.5 103.0
Minimum Specification : 95 95
Moisture Specification : - -
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.25/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 3/05/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242892 242893
Test Number : 78 79
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 1/05/2018 1/05/2018
Date Tested : 1/05/2018 1/05/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 19 20
Sample Location : LOT 19 LOT 20
REFER TO REFER TO
SITE PLAN SITE PLAN
RL 65.01 RL 67.30
Test Depth (mm ) : 150 150
Layer Depth (mm) : 200 200
Maximum Size (mm) : 19 19
Oversize Wet (%) : 13 16
Oversize Dry (%) :
Oversize Density (t/m³) : 2.466 2.475
Field Moisture Content (%) : 9.2 10.3
Hilf MDR Number : 242892 242893
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 & 5.7.1 AS1289.5.8.1 & 5.7.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 82 72
Field Wet Density (t/m³) : 2.190 2.210
Optimum Moisture Content (%) : 11.2 14.3
Moisture Variation : 2.1 3.9
Peak Converted Wet Density
(t/m³) :2.18* 2.14*
Hilf Density Ratio (%) : 100.5 103.0
Minimum Specification : 95 95
Moisture Specification : - -
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.26/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 8/05/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 242934 242935
Test Number : 80 81
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 2/05/2018 2/05/2018
Date Tested : 2/05/2018 2/05/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 21
Sample Location : LOT 21 REFER TO
REFER TO SITE PLAN
SITE PLAN SITE PLAN
RL 62.09 RL 61.80
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 17 18
Oversize Dry (%) :
Oversize Density (t/m³) : 2.414 2.394
Field Moisture Content (%) : 7.1 7.5
Hilf MDR Number : 242934 242935
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 62 64.5
Field Wet Density (t/m³) : 2.220 2.220
Optimum Moisture Content (%) : 11.4 11.6
Moisture Variation : 4.2 4.1
Peak Converted Wet Density
(t/m³) :2.26* 2.28*
Hilf Density Ratio (%) : 98.5 97.0
Minimum Specification : 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.27/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 18/05/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 243140 243141
Test Number : 82 83
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 14/05/2018 14/05/2018
Date Tested : 14/05/2018 14/05/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 41 42
Sample Location : LOT 41 LOT 42
RE DESIGN LOTS RE DESIGN LOTS
REFER TO SITE PLAN REFER TO SITE PLAN
RL 61.40 RL 57.25
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : - -
Oversize Dry (%) :
Oversize Density (t/m³) :
Field Moisture Content (%) : 7.5 8.5
Hilf MDR Number : 243140 243141
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 76 77.5
Field Wet Density (t/m³) : 2.220 2.230
Optimum Moisture Content (%) : 9.9 11.0
Moisture Variation : 2.4 2.5
Peak Converted Wet Density
(t/m³) :2.240 2.230
Hilf Density Ratio (%) : 99.0 100.0
Minimum Specification : 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.29/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 29/05/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 243493 243494 243495
Test Number : 88 89 90
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 24/05/2018 24/05/2018 24/05/2018
Date Tested : 24/05/2018 24/05/2018 24/05/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE
Lot Number :
Sample Location : REFER TO REFER TO REFER TO
SITE PLAN SITE PLAN SITE PLAN
RL 66.18 RL 66.30 RL 67.40
Test Depth (mm ) : 150 150 150
Layer Depth (mm) : 150 150 150
Maximum Size (mm) : 19 19 19
Oversize Wet (%) : 10 13 11
Oversize Dry (%) :
Oversize Density (t/m³) : 2.399 2.398 2.399
Field Moisture Content (%) : 9.7 9.6 9.2
Hilf MDR Number : 243493 243494 243495
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 80 83 81
Field Wet Density (t/m³) : 2.220 2.230 2.230
Optimum Moisture Content (%) : 12.1 11.6 11.4
Moisture Variation : 2.4 2.0 2.2
Peak Converted Wet Density
(t/m³) :2.24* 2.26* 2.26*
Hilf Density Ratio (%) : 99.5 98.5 98.5
Minimum Specification : 95 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.30/1
Job Number : GL18/019 Report Date: 7/06/2018
Project : PROPOSED SUBDIVISION - STAGE 1 Order Number:
Location : 105 GARDINER ROAD , HOLMEVIEW Test Method: AS1289.5.8.1
Page 1 of 1
Lab No : 243614 243615 243616 243617
ID No : 91 92 93 94
Lot No : 10 11 12 15
Item No : - - - -
Date Sampled : 29/5/2018 29/5/2018 29/5/2018 29/5/2018
Date Tested : 29/5/2018 29/5/2018 29/5/2018 29/5/2018
Material Source : ONSITE ONSITE ONSITE ONSITE
For Use As : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Sample Location : LOT 10 LOT 11 LOT 12 LOT 15
REFER TO REFER TO REFER TO REFER TO
SITE PLAN SITE PLAN SITE PLAN SITE PLAN
RL 65.36 RL 65.91 RL 66.28 RL 67.41
Test Depth (mm) : 150 150 150 150
Max Size (mm) : 19 19 19 19
Oversize Wet (%) : 9.8 0 4.1 4.6
Field Wet Density (t/m³): 2.25 2.30 2.31 2.26
Field Moisture Cont (%): 15.1 7.8 22.5 8.8
PCWD (t/m³) : 2.24* 2.22 2.24* 2.21*
Moisture Variation (%): 1.7* 2.0 1.8* 2.0*
Compactive Effort : Standard Standard Standard Standard
Hilf Density Ratio (%) : 100.0 103.5 103.5 102.0
Min Hilf Dens Ratio (%) 95 95 95 95
Remarks:
* - Denotes adjusted for oversize
Lab Number: Soil Description
243614
243615
243616
243617
APPROVED SIGNATORY FORM NUMBER
REP AHNUC-1-2IAN MASMAN
NATA Accred No:1169
Hilf Density Ratio Report
Accredited for compliance with ISO/IEC 17025 - Testing.
Client : CCA WINSLOW Report Number: GL18-019.31/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 11/06/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 243792 243793 243794 243795
Test Number : 95 96 97 98
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 1/06/2018 1/06/2018 1/06/2018 1/06/2018
Date Tested : 1/06/2018 1/06/2018 1/06/2018 1/06/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE ONSITE
Lot Number : 51 46 37 38
Sample Location : LOT 51 LOT 46 LOT 37 LOT 38
REFER TO REFER TO REFER TO REFER TO
SITE PLAN SITE PLAN SITE PLAN SITE PLAN
RL 52.50 RL 53.25 RL 60.20 RL 61.00
Test Depth (mm ) : 150 150 150 150
Layer Depth (mm) : - - - -
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 14 - 13 13
Oversize Dry (%) :
Oversize Density (t/m³) : 2.554 2.551 2.587
Field Moisture Content (%) : 12.0 11.5 11.1 10.6
Hilf MDR Number : 243792 243793 243794 243795
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1 AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 & 5.7.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 105.5 105.5 109 109.5
Field Wet Density (t/m³) : 2.240 2.240 2.250 2.270
Optimum Moisture Content (%) : 11.4 10.9 10.2 9.7
Moisture Variation : -0.5 -0.5 -0.8 -0.8
Peak Converted Wet Density
(t/m³) :2.29* 2.270 2.3* 2.3*
Hilf Density Ratio (%) : 97.5 99.0 98.0 98.5
Minimum Specification : 95 95 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
IAN MASMAN - MANAGER
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.33/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 27/06/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 244314 244315
Test Number : 102 103
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 22/06/2018 22/06/2018
Date Tested : 22/06/2018 22/06/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 50 40
Sample Location : LOT 50 LOT 40
REFER TO REFER TO
SITE PLAN SITE PLAN
RL 52.70 RL 63.10
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 16 19
Oversize Dry (%) :
Oversize Density (t/m³) : 2.455 2.437
Field Moisture Content (%) : 10.4 11.0
Hilf MDR Number : 244314 244315
Hilf MDR Method : AS1289.5.7.1 AS1289.5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 100 104.5
Field Wet Density (t/m³) : 2.260 2.280
Optimum Moisture Content (%) : 10.4 10.5
Moisture Variation : 0.0 -0.4
Peak Converted Wet Density
(t/m³) :2.26* 2.24*
Hilf Density Ratio (%) : 100.0 101.5
Minimum Specification : 95 95
Moisture Specification : - -
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.34/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 6/07/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 244506
Test Number : 104
Sampling Method : AS1289.1.2.1 CL. 6.4
Date Sampled : 3/07/2018
Date Tested : 3/07/2018
Material Type : GENERAL FILL
Material Source : ONSITE
Lot Number : 39
Sample Location : LOT 39
REFER TO
SITE PLAN
RL 58.71
Test Depth (mm ) : 150
Layer Depth (mm) : 150
Maximum Size (mm) : 19
Oversize Wet (%) : 2
Oversize Dry (%) :
Oversize Density (t/m³) : 2.518
Field Moisture Content (%) : 14.3
Hilf MDR Number : 244506
Hilf MDR Method : AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard
Field Density Method : AS1289.5.8.1
Moisture Method : AS 1289.2.1.1
Moisture Ratio (%) : 98.5
Field Wet Density (t/m³) : 2.170
Optimum Moisture Content (%) : 14.5
Moisture Variation : 0.2
Peak Converted Wet Density
(t/m³) :2.12*
Hilf Density Ratio (%) : 102.5
Minimum Specification : 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.35/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 6/08/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 245065 245066
Test Number : 105 106
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 30/07/2018 30/07/2018
Date Tested : 30/07/2018 30/07/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 22 23
Sample Location : LOT 22 LOT 23
REFER TO REFER TO
SITE PLAN SITE PLAN
FINISHED LEVEL FINISHED LEVEL
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 6 6
Oversize Dry (%) :
Oversize Density (t/m³) : 2.456 2.479
Field Moisture Content (%) : 5.0 7.3
Hilf MDR Number : 245065 245066
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 55 64
Field Wet Density (t/m³) : 2.210 2.160
Optimum Moisture Content (%) : 9.1 11.4
Moisture Variation : 4.2 4.2
Peak Converted Wet Density
(t/m³) :2.11* 2.06*
Hilf Density Ratio (%) : 104.5 105.0
Minimum Specification : 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.37/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 30/08/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 245502 245503 245504 245505
Test Number : 109 110 111 112
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 21/08/2018 21/08/2018 21/08/2018 21/08/2018
Date Tested : 21/08/2018 21/08/2018 21/08/2018 21/08/2018
Material Type : GENERAL FILL GENERAL FILL GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE ONSITE ONSITE
Lot Number : 19 10 9 12
Sample Location : LOT 19 LOT 10 LOT 9 LOT 12
REFER TO REFER TO REFER TO REFER TO
SITE PLAN SITE PLAN SITE PLAN SITE PLAN
RL 68.621 RL 67.600 RL 66.685 RL 65.682
Test Depth (mm ) : 150 150 150 150
Layer Depth (mm) : - - - -
Maximum Size (mm) : 19 19 19 19
Oversize Wet (%) : 18 18 19 18
Oversize Dry (%) :
Oversize Density (t/m³) : 2.485 2.484 2.495 2.500
Field Moisture Content (%) : 5.8 6.0 6.6 5.6
Hilf MDR Number : 245502 245503 245504 245505
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 63 69.5 70.5 69.5
Field Wet Density (t/m³) : 2.180 2.190 2.170 2.170
Optimum Moisture Content (%) : 9.2 8.6 9.4 8.0
Moisture Variation : 3.4 2.7 2.8 2.5
Peak Converted Wet Density
(t/m³) :2.24* 2.26* 2.26* 2.25*
Hilf Density Ratio (%) : 97.0 97.0 96.0 96.0
Minimum Specification : 95 95 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.38/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 30/08/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 245506 245507
Test Number : 113 114
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 21/08/2018 21/08/2018
Date Tested : 21/08/2018 21/08/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 18 4
Sample Location : LOT 18 LOT 4
REFER TO REFER TO
SITE PLAN SITE PLAN
RL 65.121 RL 64.125
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 16 20
Oversize Dry (%) :
Oversize Density (t/m³) : 2.477 2.495
Field Moisture Content (%) : 5.4 5.7
Hilf MDR Number : 245506 245507
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 57.5 58
Field Wet Density (t/m³) : 2.160 2.160
Optimum Moisture Content (%) : 9.4 9.8
Moisture Variation : 4.1 4.2
Peak Converted Wet Density
(t/m³) :2.24* 2.26*
Hilf Density Ratio (%) : 96.5 95.5
Minimum Specification : 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
Client : CCA WINSLOW Report Number: GL18-019.39/1
Address : 1587 IPSWICH ROAD, ROCKLEA, QLD, 4106 Report Date : 30/08/2018
Project Name : PROPOSED SUBDIVISION - STAGE 1 Order Number :
Project Number : GL18/019 Test Method : AS1289.5.8.1 & 5.7.1
Location: 105 GARDINER ROAD , HOLMEVIEW
Sample Number : 245570 245571
Test Number : 115 116
Sampling Method : AS1289.1.2.1 CL. 6.4 AS1289.1.2.1 CL. 6.4
Date Sampled : 24/08/2018 24/08/2018
Date Tested : 24/08/2018 24/08/2018
Material Type : GENERAL FILL GENERAL FILL
Material Source : ONSITE ONSITE
Lot Number : 20 21
Sample Location : LOT 20 LOT 20
REFER TO REFER TO
SITE PLAN SITE PLAN
RL 67.101 RL 65.341
Test Depth (mm ) : 150 150
Layer Depth (mm) : - -
Maximum Size (mm) : 19 19
Oversize Wet (%) : 19 19
Oversize Dry (%) :
Oversize Density (t/m³) : 2.491 2.476
Field Moisture Content (%) : 8.4 8.2
Hilf MDR Number : 245570 245571
Hilf MDR Method : AS1289.5.1.1 & 5.7.1 AS1289.5.1.1 & 5.7.1
Compactive Effort : Standard Standard
Field Density Method : AS1289.5.8.1 AS1289.5.8.1
Moisture Method : AS 1289.2.1.1 AS 1289.2.1.1
Moisture Ratio (%) : 82 84.5
Field Wet Density (t/m³) : 2.210 2.120
Optimum Moisture Content (%) : 10.2 9.7
Moisture Variation : 1.9 1.5
Peak Converted Wet Density
(t/m³) :2.25* 2.23*
Hilf Density Ratio (%) : 98.5 95.0
Minimum Specification : 95 95
Moisture Specification :
Site Selection :
Soil Description :
Remarks :
* - denotes adjusted for oversize
Document Code RFO89-11
Accredited for compliance with ISO/IEC 17025 - Testing.
Hilf Density Ratio Report
APPROVED SIGNATORY
GARY TAYLOR (Gold Coast) - WORKS SUPERVISOR
1169
Page 1 of 1
-
NATA Accreditation Number
GL18/019
20067 – CCA Winslow – Stages 2 & 3
Appendix C
(Photo Gallery)