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1-22276-01 site plan
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Log in to see the plans as drawn SOIL SURVEYS ENGINEERING PTY LIMITED HELENSVALE LAB
Specialists in Applied Geotechnics GOLD COAST
A.B.N. 70 054 043 631 Unit 8, 140 Millaroo Drive
HELENSVALE QLD 4212
PH:07 55026795
www.soilsurveys.com.au [email protected]
CALIFORNIA BEARING RATIO REPORT
Client : Belo Developments Report No: WHL20-0133-S2
Client Address : C/O 2/19 Finchley Street, Milton QLD 4064 Report Date: 9/03/2020
Project Number : 1-22276 Issue Number: 1
Project : Proposed Service Station Reconstruction Page 1 of 1
Location : 52-54 Mary Street and Weyba Road, Noosaville
SAMPLE DETAILS:
Sample ID: WHL20-0133-S2
Field Sample ID: -
Date Sampled: 25/02/2020
Soil Description: Gravelly Sand
with Trace of Clay
(SP) Brown
Sampling Method: As Supplied
Sampled by: SSE
Sample Location: BH 4
Depth (m): 0.15-0.5m
Source: Borehole
Material: Unknown
Specification: 100% STD
TEST RESULTS:
Moisture Content (AS1289.2.1.1)
Moisture Content (%) 12.6
Date Tested: 28/02/2020
Maximum Dry Density - Standard (AS1289.5.1.1):
Standard Maximum Dry Density (t/m3): 1.99
Standard Optimum Moisture Content (%): 10.3
Oversize Sieve (mm): 19
Oversize Material (%): 7
Date Tested: 28/02/2020
California Bearing Ratio (AS1289.6.1.1):
CBR Value (%): 50
CBR Penetration : 5.0mm
Maximum Dry Density (t/m3): 1.99
Optimum Moisture Content (%): 10.3
Dry Density Before Soaking (t/m3): 1.98
Density Ratio Before Soaking (%): 99.5
Moisture Content before Soaking (%): 10.6
Moisture Ratio before Soaking (%): 103.0
Dry Density after Soaking (t/m3): 1.98
Density Ratio after Soaking (%): 99.5
Swell (%): 0.0
Moisture Content of Top 30mm (%): 11.5
Moisture Content of Remaining Depth (%): 11.0
Compactive Effort: Standard
Surcharge Mass (kg): 4.5
Period of Soaking (Days): 4
Oversize Material: Excluded
Oversize Material (%): 7
Date Tested: 6/03/2020
CBR Total Curing Time (hr): 74
Plasticity Determination: Tactile Assessment
Remarks :
This document is issued in accordance with Soil
APPROVED SIGNATORY
Surveys Engineering quality Rodney Lucas
requirements.Accredited for compliance with
ISO/IEC 17025 - Testing.This document shall
not be reproduced, except in full without the
approval of Soil Surveys Engineering Pty
Limited.Results Only apply to test items in this
report
NATA Accred No:15301
END OF DOCUMENT FORM NUMBER REP-CBR-05 V2 13/1/20
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