Attachment 5 - Geotechnical Assessment · MCU18/0015

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RTI 11/055 Folio B439

4.982 978
B 074 982 979

Geotechnical Testing Authority

  

11 Production Ave
Bokarina Qld 4575

PO Box 2
Buddina Qld 4575

Telephone: (07) 5493 1733
Facsimile: (07) 5493 6019
Email: [email protected]

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

e e .
[ California Bearing Ratio Report
Client : Golder Associates Report Number : G3005 - 138
[ Job Number ; 63005 ' Report Date : 28/10/2003
Project : Laboratory Testing Order Number :
[’ Location : Project 03632248, Attunga Heights Test Method : AS1289.6.1.1
~tLab No: 52853 Sample ID: - Sample Location
Date Sampled: 16/10/2003 Test Pit 10
[ Date Tested: 27/10/2003 MC Method : AS 1289.2.1.1 Depth 0.5 - 0.7m .
Sampled By: Client
l Sample Method: =~
| {Material Source: Site
._|For Use As: - Lot\Number: .
[ Remarks: item Number: .
Maximum Dry Density - MDD (tim?) : 1.92
[ Optimum Moisture Content - OMC (%).: 10.0
Compactive Effort : Standard
Nominated % Maximum Dry Density Compaction : 100.0
I] Nominated % Optimum Moisture Content Compaction’: 100.0
Achieved Dry Density before Soak (t/m’) : 1.94
[| Achieved Percentage of Maximum Dry Densily (%): 101
Achieved Moisture Content (%) : 10.0
_|Achieved Percentage of Optimum Moisture Content (%) : 100
| Test Condition (Soaked/Unsoaked) / Soaking Petiod(Days) : Soaked / 4
Swell (%) / Surcharge (kg): 0.5 / 4.5 kg
™4Dry Density after Soak (t/m?) : 1.94
iu Moisture Content after Soak (%) : 11.7
Density Ratio after Soak (%) : 101
[ Field Moisture Content (%) : - 6.4
{Moisture Content (Top) after Penetration (%) : . 11.3
Moisture Content (Remainingl) after Penetration (%) : 10.7
[ oR 2.5mm (%) : 9
CBR 5.0mm (%) : 14
Minimum Specified CBR Value (%) :
Fe Value (%) : _ 14
Soil Description: Silty Clayey Sand(SC)-fine to medium grained,grey brown,low to medium plastic fines
UT APPROVED SIGNATORY Form Number:
t This Laboratory is accredited by the National
‘| Association of Testing Authorities, Australia. The
test(s) reported herein have been performed in IREP CBR-1
[ ~ accordance with its terms of accreditation. This Me! Burnett
document shalt not be reproduced except in full. Nata Accred. No: 1551

 

 

 

 

 

 

[email protected]. Accredited Soil Laboratory *@* Roadworks & Subdivision Testina *@- Adarenate & Quarry Product Tastinn «@s Farthwarke Gimaniicinn me