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Compiled Reference Documents - MCU25/0091 (As Published)
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REPORT OF TESTPIT: TP1
East : 488,010.00 Sheet : 1 OF 1
Client : UBRN Town Planning North : 7,100,923.00 56J Logged : TS
Project : Proposed Cabins Contractor : Cooper Civil Logged Date 29/07/2025
Location : 224 Moran Group Rd, Kin Kin QLD 4571, Australia Excavator : Kubota KX040-4 Checked : DQ
Job No : J002915 Inclination : -90 deg Checked Date : 01/08/2025
GROUP SYMBOL
DEPTH (meters)
CONSISTENCY
PENETRATION
GRAPHIC LOG
DESCRIPTION
RESISTANCE
MOISTURE
DEPTH RL
METHOD
DENSITY
WATER
SAMPLE OR DCP TEST (Blows per 100m)
SOIL/ROCK MATERIAL DESCRIPTION
FIELD TEST
0 5 10 15 20
CLAY (TOPSOIL): medium plasticity, dark brown , trace fine grained
CI sand, with rootlets. w ≈ PL F- St
0.2
Silty CLAY (RESIDUAL SOIL): medium plasticity, brown, trace rootlets.
DS 0.2- 0.6m CI St
L
0.6
Silty CLAY (RESIDUAL SOIL): low to medium plasticity, brown, orange,
pale grey and white.
w<
DS 0.6- 1.1m CL- CI PL- w
≈ PL
1 77.0
1.1
Silty CLAY (EXTREMELY WEATHERED MUDSTONE): medium
plasticity, pale grey to grey mottled orange- red- brown, with fine to
CI coarse grained gravel, with cobbles. VSt
Groundwater not encountered
1.4
M becoming hard.
EX
CI H
1.8
MUDSTONE: fine grained, grey stained brown- orange- white, lamination
fabric, very low to low strength, highly weathered.
2 76.0
VLS-
DS 1.8- 2.6m MUD M
LS
M-
H
2.6
Silty CLAY (EXTREMELY WEATHERED MUDSTONE): medium
plasticity, pale grey to grey mottled orange- red- brown, with fine to
coarse grained gravel, with cobbles. w<
DS 2.6- 3.0m CI PL- w H
≈ PL
75.0
TP1 Terminated at 3 m
This report must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical
purposes only, without attempt to assess possible contamination. Any references to potential contamination are for information
only and do not necessarily indicate the presence or absence of soil or groundwater contamination.
Page 1 of 1
Document Set ID: 24031832
Version: 1, Version Date: 14/08/2025
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