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Reference Documents - OPW24-0098
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BOREHOLE BH1
CLIENT: SCG Engineering DATE: 04/06/2024
PROJECT: Geotechnical Investigation EASTING:
LOCATION: 25 Wyuna Drive, Noosaville NORTHING:
PROJECT NUMBER: PTG/00259 SURFACE ELEV:
DRILLER: Protest Engineering RIG: GT-10 LOGGED: ZK CHECKED: SK
Sampling & Testing
Drilling Method
Layer Depths
Graphic Log
Strength Dynamic
Material Description (Consistency, Results & Penetrometer Test
Type (blows per 100 mm)
Comments
Water
Relative Density,
RL Depth Rock Strength)
(m) (m) 5 10 15 20
FILL - SAND, yellow brown, fine to medium grained, loose, moist 0
0 1
D 2
0.25 1
Loose D 2
1
0.5
1
D 1
0.7 grey, fine, medium dense, moist 0.75 2
Medium Dense
D 8
1 0.9 dense 6
1
Dense 10
D 10
1.2 medium dense 1.25 9
D 7
7
1.5
3
D 3
1.75 4
D 5
Medium Dense
2 8
2
3
D 6
2.25 3
D 3
3
2.5
3
2.6 SAND, grey black, fine to medium grained, dense, moist D 7
Dense 2.75 11
D 12
3
3
D
3.25
D
3.5
D
3.75
D
4
4
D
4.25
D
PTG - BOREHOLE REPORT (NORMAL) PTG00258BHLOGS.GPJ DRAFT.GDT 21/6/24
4.5
D
4.75
D
5
5
D
5.25
D
5.5
D
5.75
D
6
6
Bore terminated at 6 m.
Target depth achieved.
Remarks:
ASS sampling at 0.25 m intervals from 0.25 m to 6 m depth.
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