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Reference Document - MCU24/0002 [As Published]
Original PDF page 23, section 1. The text section number identifies this passage in the reader.
www.awgeotechnics.com.au
BORELOGS as per AS1726-2017
TEST SITE 1 TEST SITE 2
Depth
Depth
(mm)
Qa Qa
(mm)
Description Description
FILL
FILL
PP
PP
Soil Type-Colour-Consistency kPa Soil Type-Colour-Consistency kPa
100 SANDY CLAY (CI) w gravel 100 SANDY CLAY (CI) w gravel
200 (or/br/rd) 200 (or/br/rd/yll)
300 Slightly Moist and Firm to Stiff 300 Slightly Moist and Stiff
400 400
500 150 75 500 200 100
600 600
700 700
800 800
900 900
1000 150 1000 340
1100 1100
1200 1200
1300 1300
1400 1400
1500 200 100 1500 180
1600 1600
1700 1700
1800 1800
1900 1900
2000 250 2000 220
2100 2100
2200 2200
2300 2300
2400 2400
2500 250 2500 280 150
2600 2600
2700 2700
2800 2800
2900 2900
3000 END P/A 200 3000 END P/A 260
NOMENCLATURE:
UTP = Unable to Penetrate XW ROCK = Extremely Weathered Rock P/A = Power Auger H/A = Hand Auger
Refer Tables 7.3.2 & 7.3.3. AS1726-2017 gy=grey or=orange yel=yellow rd=red wh=white brn=brown bk=black bl=blue gr=green
Refer AS1726-2017 Clause A2.4 for classifying soils.
Notes:
1. Hand Auger (H/A) is a portable auger and where utilised is used because of lack of access or trafficability, it is essential that the results
of a hand auger are confirmed once access is provided, further testing using a 4WD mounted drill rig is carried out, or stakeholders
shall accept the associated risk of results which may not represent the subject site conditions.
2. 9kg Dynamic Cone Penetrometer (DCP) can be unreliable in certain soils which may include (but not limited too), cohesive soils, soils
which may contain gravels with a grain size in excess of 10mm, and strata with allowable bearing pressures in excess of 400kPa.
3. Pocket Penetrometer (PP) readings are an unfactored field strength test and should not be assumed equates to an allowable bearing
pressure.
AWT 77775 Site Classification Report
Page 6 of 17
Document Set ID: 22750694
Version: 1, Version Date: 03/01/2024
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