Attachment 5 - Geotechnical Assessment · MCU18/0015

RTI 11/055 Folio B432

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

- 11 Production Ave
982 979 Bokarina Qld 4575
- 074982 979 PO Box 2
Buddina Qid 4575
~ Telephone: (07) 5493 1733
4 , 7 . . Facsimile: (07) 5493 6019
Geotechnical Testing Authority Email: [email protected]
— -
e e
: Quality of Materials Report
rictient: Golder Associates Report Number: G3005- 131
| jJYob Number: G3005 Report Date: 28/10/2003
Project: Laboratory Testing Order Number:
Location Project 03632248,Attunga Heights Page 1 of1
Lab No: 52847 Sample ID: Sample Location
~|Date Sampled: 16/10/2003 Item No: Test Pit 9 ,
p7|Date Tested: 24/10/2003 Depth 0.2m
t Sampled By: Client
Sample Method:
Material Source: Site
l For Use As: Lot Number:
Remarks: Spec Number:
~~ A.S, Sieve Sizes Specification Percent Specification
[| , Minimum Passing Maximum
Test Method: AS1289.3.6.1
75.00 mm -
[ j 53.00 mm *
37.50 mm .
26.50 mm =
19.00 mm =
[ 13.2 mm :
9.50 mm -
! 6.70 mm. =
[ 4.75 mn .
2.36 mm -
1 1.18 mre .
[ 0.600 mm -
0.425 mm -
~ 0.300 mm ~
| 0.150.min -
Ly 0.075 mini 57
‘Atterberg Tests Test Method Specification Result Specification
L Minimum Maximum
Liquid Limit (%) AS 1289.3.1.1 46.
| ‘Plastic Limit (%) AS1289.3.2.1 29
Plasticity Index AS1289.3.3.1 17
Linear Shrinkage (%) AS1289,3.4.1 12.5
[ Pl. x % Passing 0.425 mm
| LS x % Passing 0.425 mm
[Ratio of % Passing (0.075 / 0.425)
- APPROVED SIGNATORY Form Number:
L This Laboratory is accredited by the National
~\ | Association of Testing Authorities, Australia. The
tH test(s) reported herein have been performed in REP QUAL-1
~, accordance with its terms of accreditation. This Mel Burnett
Li ® document shall not be reproduced except in full. Nata Accred. No: 1551
=

 

°@ N.A.T.A. Accredited Soil Laboratory :@+ Roadworks & Subdivision Testina -@+ Acareaate & Quarry Proditct Tastinn +@* Farthwarke Siinaniicinn @