Attachment 5 - Geotechnical Assessment · MCU18/0015

 

Lot OP]

RTI 11/055 Folio B431

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]

 

Quality of Materials Report

 

 

Golder Associates

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

J} Client: Report Number: G3005 - 130
| JJob Number: G3005 Report Date: 28/10/2003
Project: Laboratory Testing ‘Order Number:
r|Location Project 03632248, Attunga Heights Page 1 of 1
Lab No: 52846 Sample ID: Sample Location
~IDate Sampled: 16/10/2003 Item No: Test Pit 9
| Date Tested: 24/10/2003 Depth 0.9m
| Sampled By: Client
Sample Method:
{Material Source: Site
[ For Use As: Lot Number:
~ VRemarks: Spec\Number:
~ A.S. Sieve Sizes Specification Percent Specification
[| Minimum Passing Maximum
Test Method: AS1289.3.6.1
75,00 mm =
[ 53.00 mm - \
37.50 mm -
26.50 mm ba
19.00 mm -
[| 13.2 mm :
9.50 mm :
6.70 mm .
[ 4.75 mm -
2.36.mm ~
1.18 min .
[| 0.600 mm -
0.425 roam :
™ 0.300 mm .
. 0.150 min -
a 0.075 rm 88
‘Atterberg Tests Test Method Specification Result Specification
- Minimum Maximum
Liquid: Limit (%) AS 1289.3.1.1 54
| ‘Plastic Limit (%) AS1289.3.2.1 31
| jPlasticity Index AS1289.3.3.1 23
Linear Shrinkage (%) AS1289,3.4.1 13.5
[ 'P.I.x % Passing 0.425 mm :
JL.S. x % Passing 0.425 mm
[Ratio of % Passing (0.075 / 0.425)
APPROVED SIGNATORY Form Number:
This Laboratory is accredited by the National -
| | Association of Testing Authorities, Australia. The NAQ \ 5}
| test(s) reported herein have been performed in REP QUAL-1
: ~y accordance with its terms of accreditation. This Mel Burnett
Lj document shall not be reproduced except in full. Nata Accred. No: 1554

 

 

 

 

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