080624 2383-01 FINAL Engineering Report for DA.pdf [As Published] · 132008.1128

BO W LER Spe Telephone: Facsimile:
32 Hi-Tech Drive (07) 5450 1544 (07) 3450 1533
GEOTECHNICAL —KindaFar'Gid asso

 

(SC) Ply Lid Email: [email protected],au
T/A Cardno Bowler Pty Ltd Website: www.bowlergeotechnical.com.au
Geotechnical Engineering Consultants
Soils Laboratory Services Also at:
Tacorp. in Qld. ACN. 113 423.233 Gold Coast, Gesbung, Browns Plains, Gladstone, Rockhampton, Mackay, Townsville, Caims,
ABN -13 113-423 233 Office in Vietnam and Representative Office in Papua New Guinea.
Client: Cardno (Qld) Pty Ltd Report Number: 63155CBR
Client's Address: PO Box 152, Maroochydore Job Number: 3381
Project: Blue Care Aged Care Facility Report Date: 12/05/2008
Location: Grasstree Court, Sunrise Beach Test Method: AS1289.6.1.1

 

 

 

 

Lab Number: 63155
Lot Number: - -
Number: : =
Date |: 2/05/2008 2/05/2008
Date Tested: 10/05/2008 10/05/2008
Location CBR #1 CBR #2
56 J 56J
509901 509926
7078722 7078626
Material Source: On-Site On-Site
For Use As: - =
Maximum 1.57 1.61
imum Moisture Content 17.0 16.5
Field Moisture Content (%): 7.2 47
Oversize on 19mm Sieve (%): 9 0
Oversize Included / Excluded: Excluded Excluded
Effort: Standard Standard
Ratio 100 100
Moisture Content 17.0 16.5
Before ‘tim?): 1.559 1.591
Ratio Before Soaki 99.3 98.8
Moisture Cont. Before 16.9 16.4
Achieved of OMC (%): 99.4 99.4
Test Condition / Period: Soaked /4 Soaked / 4
Mass 7 45 45
‘Swell (%): -0.02 0.04
After 1.573 41.586
MC of After Soak (%): 19.4 18.6
Density Ratio After E 100.2 98.5
Mc. 30mm) After Te 19.1 17.5
MC After Ti 19.4 18.6
CBR at 2.5mm Penetration (%): 12 14
CBR at 5.0mm Penetration (%): 17 16
Minimum - -
CBR Value (%): 17 16
Description: SP, Sand SP, Sand
Pale Pale G

This document is issued in accordance with NATA's NATA Accreditation No: 3747
Sr Form Number:

 

 

accreditalion requirements.

NATA REP CBR-1
WJ Z

SIGNATORY: Dale Norwood