MCU14/0106 Appendix E - Engineering Report

 

 

 

California Bearing Ratio Report

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Client: Golder Associates Pty Ltd Report Number : G4004 - 49
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: 56887 Sample ID: - Sample Location

Date Sampled: 21/07/2004 GAS

Date Tested: 28/07/2004 MC Method : AS 1289.2.1.1 Depth 0.3 - 0.6m

Sampled By: Client

Sample Method: 7°

Material Source: Site

For Use As: - Lot Number: -
Remarks: {tem Number: :
Maximum Dry Density - MDD (t/m®) : 41.69
Optimum Moisture Content - OMC _(%) : 20.0
Compactive Effort : Standard
Nominated % Maximum Dry Density Compaction : ' 100.0
Nominated % Optimum Moisture Content Compaction : 400.0
Achieved Dry Density before Soak (t/m*) : 4.69
Achieved Percentage of Maximum Dry Density (%) : 100
Achieved Moisture Content (%) : 19.5
Achieved Percentage of Optimum Moisture Content (%) : 98
Test Condition (Soaked/Unsoaked) / Soaking Period (Days) : Soaked / 4
Swell (%) / Surcharge (kg): 2.0 / 4.5 kg
Dry Density after Soak (t/m*) : 1.65
Moisture Content after Soak (%) : 22.3
Density Ratio after Soak (%) : 98
Fietd Moisture Content (%) : 15.0
Moisture Content (Top) after Penetration (%) : 24.4
Moisture Content (Remainingl) after Penetration (%) : 21.8
CBR 2.5mm (%) : 6
CBR 5.0mm (%) : 7
Minimum Specified CBR Value (%) :

CBR Value (%) : 7

 

 

Soil Description: Silty Sandy Clay(CH)-high plasticity,orange brown/grey, fine to medium sand

 

 

This Laboratory is accredited by the National
Association of Testing Authorities, Australia. The
test(s) reported herein have been performed in
anrardanra urith ite farme nf accreditation This

 

 

APPROVED SIGNATORY

Form Number:

REP CBR-1