Geotechnical report_Morrison · 132008.169

Morrison Geotechnic Pty Ltd

A.B.N. 051 009 878 899
PO Box 3063, Darra, QLD 4076

MORRISON Phone: (07) 3279 0900 Fax: (07) 3279 0955

Engineering Log - Test Pit
Test Pit No.: TP1

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GEOTECHNIC Job Number: ME09/068
. Drilli Rig: Hydra Bower Scout C60R Track . z .
Easting:  511308.00 rll Rg: ening Client: Adrian Slinger
Northing: — 7080482.00 Driller: Drillsure potect a ;
RL: 41.00 Logged By: M Rubinic roject: Geotechnical Site Invesigation - Proposed Residence
Total Depth: 4.10 Date: 22/09/2009 Location: 71 Seaview Terrace, Sunshine Beach
Drilling Information Material Description Test Samples
3
8 $ g
2 2|§& >& 8
2 = S| S S6| Bg
a]. 2 l/elé e|e|2s| 3
2/3 HoleDepthn] 2 | B | g g|3 43/8 ait
&|=] ek (m) 3 oO 1s Description 2 | 2 /|88| 8 Depth | Tests Sample/Result
ain
Y cl Silty Clayey SAND: M vb
Very dense, yellow with red staining, start about 1m
Y below 1 metre cut batter
40.0 1.0 Y
a LZ,
1.10m: TEST PIT
| TERMINATED L|
39.0 2.0
3.0 Zi.
Comments: :
Authorised by: AGEN...
Date:
Water Weathering Consistency Density Rock Strength Tests & Results
Residual VS Verysoft VL Veryloose ELS Extremely USO —_Undisturbed 50mm diam tube
Water level soil S Soft L Loose low D Disturbed sample.
—— on date shown yyw Extremely oF Firm MD Medium VLS Very low SPT Standard Penetration Test, N = number of blows to drive 50mm sampler
. weathered St Stiff dense LS Low 300mm with a 63.6kg hammer falling 762mm.
DP Water inflow — pyy Distinctly  VSt Verystiff 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
Water outfiow gw siightly | VHS Very high 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