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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 23, section 1. The text section number identifies this passage in the reader.
Plasticity Index and Insitu Moisture Content CLIENT: HR Design Consulting Engineers CSI JOB NUMBER: 12186 PROJECT: Proposed Dwelling DATE SAMPLED: 11/06/18 SITE ADDRESS: Lot 5 Taylor Court, Cooroy DATE TESTED: 13/06/18 SAMPLE INFORMATION SAMPLE LOCATION: Borehole 2 DEPTH RANGE: 0.5 – 0.7 (m) SAMPLE DESCRIPTION: CLAY (CH), high plasticity fines, red brown mottled pale grey, trace fine to coarse sand, very moist, stiff (FILL) DPP 120 kpa SAMPLE HISTORY: Air-dried PREPARATION METHOD: Dry sieved Approximate % PASSING 425um SIEVE: 91 TEST RESULTS INSITU SOIL MOISTURE: 23.5 (%) LIQUID LIMIT: 71 (%) PLASTIC LIMIT WP: 29 (%) PLASTICITY INDEX IP: 42 (%) LINEAR SHRINKAGE: 12.5 (%) Reported by: B.A.Croke Assoc Dip Civil Eng 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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