MCU14/0106 Appendix E - Engineering Report

 

 

 

California Bearing Ratio Report

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

arenrdance with its tarms of accreditation. This

Client: Golder Associates Pty Ltd Report Number : G4004 - 48
Job Number: 4004 Report Date : 09/08/2004
Project : Laboratory Testing Order Number :
Location : Project No:04682104,Commercial Dev.Eenie Greek Rd. Test Method - AS1289.6.1.1
Lab No: 56886 Sample ID: - Sample Location
| Date Sampled: 21/07/2004 GM
Date Tested: 28/07/2004 MC Method : AS 1289.2.1.1 Depth 0.3 - 0.5m
Sampled By: Client
Sample Method: =~
Material Source: Site
For Use As: - Lot Number. -
Remarks: Item Number: :
Maximum Dry Density - MDD (t/m*) = 1.77
Optimum Moisture Content - OMC (%) = 16.5
Compactive Effort : Standard
Nominated % Maximum Dry Density Compaction : 100.0
Nominated % Optimum Moisture Content Compaction : 100.0
Achieved Dry Density before Soak (t/m*) : 1.77
Achieved Percentage of Maximum Dry Density (%) : 100
Achieved Moisture Content (%) : 16.3
\|Achieved Percentage of Optimum Moisture Content (%) : 99
Test Condition (Soaked/Unsoaked) / Soaking Period (Days) : Soaked / 4.
Swell (%) / Surcharge (kg): 05 / 45 kg
Dry Density after Soak (t/m*) : 1.76
Moisture Content after Soak (%) : 17.5
Density Ratio after Soak (%) : 100
Field Moisture Content (%) : 48.0
Moisture Content (Top) after Penetration (%) : 18.2
Moisture Content_(Remainingl) after Penetration (%) : 16.9
CBR 2.5mm (%) : 8
CBR 5.0mm (%) : 8
Minimum Specified CBR Value (%) :
CBR Value (%) : 8
Soil Description: Sandy Clay(Cl)-medium plasticity, fine to medium sand
. APPROVED SIGNATORY Form Number:
This Laboratory is accredited by the National
Association of Testing Authorities, Austratia. The UN =
test(s) reported herein have been performed in REP CBR-1

Mei Burnett