MCU14/0106 Appendix E - Engineering Report

 

REPORT OF TEST PIT: GA11

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAP5_1_MDORE.GLB FULL PAGE JA2004\GEOTECHNICAL\04682104\FIELDWORK_LOGS\046821041PBH.GPJ_GAPS_1.GDT_06/08/2004_12:41:52 PM

 

 

 

 

 

 

 

 

 

 

SHEET: 1 OF 1
CLIENT: Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 6m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH; 2.50 m LOGGED: PGH DATE: 21/7/04
JOB NO: 04682104 BUCKET TYPE; _350 mm Toothed CHECKED: DATE:
Excavation Sampling Fieki Material Description
=
BS cowie elo [3 w is STRUCTURE AND
8 Is =e FIELD TEST 2 ys SOIL/ ROCK MATERIAL DESCRIPTION 5 ioe ADDITIONAL
a a Ee
= Bale | es g0/9 3 BB OBSERVATIONS
= lie] 2 |] SE | Z| 59]3 $ 8
700 PT aM] Sity SAND
J el fine to medium grained, ight grey, trace of root matter
g
0.30 |__|
5/0 Cayey SAND
4 fine to medium grained, light grey and light brown
05 l'. 4
a] a
0.80 |_|
5.20 Sandy CLAY
g J low to medium plasticity, red, ignt grey and light brown motting
5 10 J
2 | 4
z g
a 4
2
& 4
i} 1s 130 =|
5 470 Sity Sandy CLAY
5 J medium to high plasticity, pale grey, trace of red matting
8
15 4
1.80
420 Sity CLAY
a high plasticity, pale grey, trace of red and light brown mottiing, trace z
offine sand
20 4
2.50 zz]
3.50 TEST PIT [email protected]
30 4
ee

 

 

 

 

This report of test pit must be read in conjunction with accompanying notes and abbreviations. It as been prepared for geotechnical purposes only, without
aitempt tp assess possible contamination. Any references to potential contamination are for information only and do not necessarily indicate the presence or

absence of soll or groundwater contamination.

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