MCU14/0106 Appendix E - Engineering Report

 

 

 

California Bearing Ratio Report

 

 

 

Sampled By: Client
Sample Method: ~
Material Source: Site

Client : Golder Associates Pty Ltd Report Number : G4004 - 54
Job Number: 64004 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: 56896 Sample ID: - Sample Location

Date Sampled: 22/07/2004 GA 20

Date Tested: 28/07/2004 MC Method : AS 1289.2.1.1 Depth 0.2 - 0.5m

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

For Use As: - Lot Number: -
Remarks: Item Number: -
Maximum Dry Density - MDD (t/m?} : 1.77
Optimum Moisture Content - OMC (%) : 13.5
Compactive Effort : Standard
Nominated % Maximum Dry Density Compaction : 100.0
Nominated % Optimum Moisture Content Compaction : 100.0
Achieved Dry Density before Soak (t/m*) : 4.77
Achieved Percentage of Maximum Dry Density (%) : 100
Achieved Moisture Content (%) : 13.8
‘Achieved Percentage of Optimum Moisture Content (%) : 101
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 (%) : 15.7
Density Ratio after Soak (%) : 100
Field Moisture Content (%) : 8.9
Moisture Content (Top) after Penetration (%) : 15.6
eee mm Sew Rs co ints 4149
CBR 2.5mm (%) : 12
CBR 5.0mm (%) : 16
Minimum Specified CBR Value (%) °
CBR Value (%): 16

 

 

Soil Description: Silty Clayey Sand(SC)-fine to medium grained,dark grey, yellow mottied,low plastic fines

 

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

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APPROVED SIGNATORY Form Number:

AS REP CBR-4

Mal Rurnatt