06/1354 - Response to Information Request [As Published] · 132006.1354

 

GEOTECHNICAL Kunda Park Qid 4556

° B oO V V LER Address: Telephone: Facsimile:
. 32 Hi-Tech Drive (07) 5450 1544 (07) 5450 1533
° (SC) Pty Ltd Email: [email protected]

Geotechnical Engineering Consultants Website: www-bowlergeotechnical.com.au

Soils Laboratory Services

- Also at:
Incorp. in id Nan 13 233 Gold Coast, Geebung, Browns Plains, Gladstone, Rockhampton, Mackay, Townsville, Cairns,

Mt Isa. Office in Vietmam and Representative Office in Papua New Guinea.

California Bearing Ratio Report

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: P&S Pty Ltd Report Number: .48373CBR
Client's Address: 6 Castle Court, Tugun , Job Number: 3089
Project: Boreen Point Estate Report Date: 13/06/2006
Location: Boreen Point Test Method: AS1289.6.1.1
Lab Number: 48373
Lot Number. :
Date Sampled: 6/06/2006

[Date Tested: 12/06/2006
Location Laguna Street

Chalnage 35
“) $
N 1m Sth of Ex Road

Sample Depth: 0.2m - 0.8m
Material Source: On-Site
For Use As: Sub-Grade
Maximum Dry Density {t/m?): 1.80
Optimum Moisture Content (%): 7.0
Field Moisture Content (%): 4.3
Oversize on 19mm Sieve (%): 0
Oversize Included / Excluded: Excluded
Compactive Effort: Standard
Target Density Ratio (%): 100
Target Moisture Content (%): 7.0

 

Dry Density Before Soaking (t/m*):
Density Ratio Before Soaking (%):
Moisture Cont. Before Soaking (%):
Achieved Percentage of OMC (%): :
Test Condition / Soaking Period: Soaked/4 Days
Surcharge Mass (Kg): 45
Swall (%):

Dry Density After Soaking (t/m*):
MC of Sample After Soak (%):
Density Ratio After Soaking (%):
-|MC (top 30mm) After Testing (%): 7
MC (Remainder) After Testing (%):

 

 

 

 

 

 

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CBR at 2.5mm Penetration (%): 17
CBR at 5.0mm Penetration (%): 14
Minimum Specification: -
Reported CBR Value (%): 17-
Soil Description: SP, Sand

pale grey
Remarks:

 

 

NATA ENDORSED TEST REPORT
~ | National Association of Testing Authorities Australia Form Number:
This document must not be reproduced except in full

iN

NATA Accreditation No. 3747 REP CBR-1

  
   

APPROVED BY: .......: =o
SIGNATORY: Dale Norwood