MCU14/0106 Appendix E - Engineering Report

 

 

 

California Bearing Ratio Report

 

 

 

Client : Golder Associates Pty Ltd Report Number : G4004 - 50
Job Number: 4004 Report Date : 09/08/2004
Project : Laboratory Testing Order Number :

Location : Project No:04682104,Commercial Dev.Eenie Creek Rd. Test Method : AS1289.6.1.1
Lab No: 56888 Sample ID: - Sample Location

Date Sampled: 21/07/2004 GAS

Date Tested: 28/07/2004 MC Method : AS 1289.2.1.1 Depth 0.2 - 0.6m

Sampled By: Client

Sample Method: =~
Material Source: Site

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

For Use As: i. Lot Number: -
Remarks: item Number: =
Maximum Dry Density - MDD (t/m®) : 1.77
Optimum Moisture Content - OMC (%) : 16.0
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 (%) : 102
Test Condition (Soaked/Unsoaked) / Soaking Period (Days) : Soaked / 4
Swell (%) / Surcharge (kg): 10 / 4.5 kg
Dry Density after Soak (t/m®) : 1.76
Moisture Content after Soak (%) : 18.2
Density Ratio after Soak (%) : 100
Field Moisture Content (%) : 1.2
Moisture Content (Top) after Penetration (%) : 18.1
Moisture Content (Remaining!) after Penetration (%) : 16.1
CBR 2.5mm (%) : 9
CBR 5.0mm (%) : 10
Minimum Specified CBR Value (%) :
CBR Value (%) : 10
Soil Description: Sandy Clay(Cl)-medium plasticity,grey brown fine to medium sand

N This Laboratory is accredited by the National APPROVED SIGNATORY Form Number:

A Association of Testing Authorities, Australia. The

T test(s) reported herein have been performed in
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OE) REP CBR-1
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