Geotechnical report_Morrison · 132008.169

A.B.N. 051 009 878 899

 

PO Box 3063, Darra, QLD 4076
MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955

Morrison Geotechnic Pty Ltd

Engineering Log - Test Pit
Test Pit No.: TP2

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GEOTECHNIC Job Number: ME09/068
511295.00 Drilling Rig: Track Machine Client: Adrian Slinger
7080494.00 Driller: Drillsure Pivieck oo —
42,00 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 0.70 Date: 22/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
3
O° 3 2
§ »S| 3
3 s 2 5 £ aa) 2g
2] x gs |2|¢ 2) § |s2| 3
S lie Hole Depth 9g 6 8 B a 2 2 F Test
S&}]=] op (m) 8 ols Description 2/2 ssl 8 Depth | Tests]  Sample/Result
SST SANDSTONE: XLS: M
o Extremely low strength sandstone on track, grey & red
2 mottled (hard sandy clay)
© L|
&
6
aD
g LI!
Ts
E
So
Oo 1]
2
0.70m: TEST PIT
r] TERMINATED
41.0 1.0
40.0 2.0
39.0 3.0
Comments:
Authorised by:
DARE! ccccscssveonsenitts
Water Weathering Consistency Density Rock Strength Tests & Results
RS Residual VS Verysoft VL Veryloose ELS Extremely USO Undisturbed 50mm diam tube.
VY Water level soil S Soft L Loose low D Disturbed sample.
en date shawn yw Exiramely oF Firm MD. Medium VLS Verylow SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
F weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
DP Water inflow py pistincty vst Very stiff D Dense MS Medium PP Hand penetrometer estimate of unconfined compressive strength, kPa.
weathered H Hard VD Vervdense HS High S Vane shear value kPa
ad Water outflow gw slightly | VHS Veryhigh DC Dynamic Cone test, 9.09kg hammer, fall 508mm, driving 20mm, 30 deg
weathered Moisture EHS Extremely taper cone fitted to rods of smaller section.
FR Fresh D Dry M Moist W Wet high From AS1289-1993 Methods of Testing Soils for Engineering Purposes