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Commercial site investigation data and classification report
Attached to the e-mail Ind Bus Type 2, Reconfigure a Lot (Access Easements) & Op Works (Comm site investigation report, Vehicle access & Stormwater Mgmt) - MCU18/0120, RAL18/0013 & OPW18/0197 .msg.
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
Field Investigation Data
DCP Test
7 Depth
(BH) Borehole No.7 Comments
(m)
2 0.1 0.0 Silty CLAY (CH), high plasticity fines, dark brown, with fine to coarse sand, CBR Sample
3 0.2 trace fine to coarse gravel, very moist, firm (FILL)
4 0.3
0.5 – 0.75 m
5 0.4
0.2 CLAY (CH), high plasticity fines, red brown mottled pale grey, very moist, stiff
5 0.5 Emerson
5 0.6 (FILL)
6 0.7
Sample
6 0.8 0.6 CLAY (CH), high plasticity fines, grey brown, very moist, stiff 0.6 – 0.7 m
6 0.9
5 1.0 0.8 CLAY (CH), high plasticity fines, yellow brown, trace fine to coarse sand, very
5 1.1 moist, stiff
4 1.2
5 1.3
1.1 CLAY (CH), high plasticity fines, orange brown mottled red brown and light
4 1.4
1.5 grey, moist, stiff
1.6
1.7 1.5 Terminated
1.8
1.9
2.0
2.1
2.2
2.3
2.4
2.5
2.6
2.7
2.8
2.9
3.0
3.1
3.2
3.3
3.4
3.5
3.6
3.7
3.8
3.9
4.0
4.1
4.2
4.3
4.4
4.5
4.6
4.7
4.8
4.9
5.0
5.1
5.2
5.3
5.4
5.5
5.6
5.7
5.8
5.9
6.0
CSI: 12186Lot5TaylorCourtCooroy
Creabian p/l atf....abn 17108178312 ....PO Box 1128, BUDDINA Q 4575
1300 762 240, 0418 708 636 / 07 5493 5966. [email protected] www.csisoiltesting.com.au
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