Attachment 5 - Geotechnical Assessment · MCU18/0015

RTI 11/055 Folio B438

 

11 Production Ave
Bokarina Qld 4575

PO Box 2
Buddina Qld 4575

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

[~ Geotechnical Testing Authority

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, California Bearing Ratio Report
myClient: Golder Associates Report Number : G3005 - 137
| Job Number ; 63005 Report Date : 28/10/2003
Project : Laboratory Testing Order Number :
lle ocation : Project 03632248, Attunga Heights Test Method : AS1289.6.1.1
—tLab No: 52852 Sample ID: - Sample Location
,--|Date Sampled: 16/10/2003 . Test Pit 9
Date Tested: 27/10/2003 MC Method : AS 1289.2.1.1 Depth 1.0 - 1.2m
“ Sampled By: Client
f7jSample Method: =>
Material Source: Site
_-|For Use As: . Lot Numiber: -
| |Remarks: Item Number: -
@ . .
Maximum Dry Density - MDD (t/m*) : 1.49
[ Optimum Moisture Content - OMC (%) : 25.0
Compactive Effort : Standard
‘Nominated % Maximum Dry Density Compaction : 100.0
Ui ominates % Optimum Moisture Content Compaction: 100.0
Achieved Dry Density before Soak (t/m?) : 1.48
[ \Achieved Percentage of Maximum Dry Density (%)* 99
-jAchieved Moisture Content (%) : 24.6
Achieved Percentage of Optimum Moisture Content (%).: 98
[ est Condition (Soaked/Unsoaked) / Soaking Period-(Days) : Soaked / 4
Swell (%) / Surcharge (kg): 5.5 / 45 kg
™ ‘Dry Density after Soak (t/m*) : 1.40
__ Moisture Content after Soak (%) : 34.7
Density Ratio after Soak (%) : 94
{ Hea Moisture Content (%) : 29.2
Moisture Content (Top) after Penetration (%) : 41.8
Moisture Content (Remainingl) after Penetration (%) : 30.6
[ cee 2.5mm (%) : 1.0
CBR 5.0mm (%) : 0.5
‘Minimum Specified CBR Value (%) :
[ CBR Value (%) : 1.0
[soit Description: Silty Clay(CH)-high plasticity,yellow brown,fine grained sand
| APPROVED SIGNATORY Form Number:
{ This Laboratory is accredited by the National
‘| Association of Testing Authorities, Australia. The KY D>
test(s) reported herein have been performed in IREP CBR-1
” bh accordance with its terms of accreditation. This Mel Burnett
[ document shall not be reproduced except in full. Nata Accred. No: 1551

 

 

 

 

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°@N.A.T.A. Accredited Soil Laboratory +@* Roadworks & Subdivision Testina *@+ Annranate & Carns Prndunt Tactinn ome Carthusarke &