MCU14/0106 Appendix E - Engineering Report

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REPORT OF TEST PIT: GA08

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAPS5_1_MDORE.GLB FULL PAGE JA2004\GEOTECHNICAL\04882104\FIELDWORK_LOGS\04652104TPBH.GPJ_GAPS_1.GDT_08/08/2004_12:41:44 PM

SHEET: 1 OF 1
Stockwell Building & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PROUCT: : Noosa Business Centre - Stage 1 SURFACE RL: 7m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 2.70 m LOGGED; PGH DATE: 21/7/04
JOB NO: 04682104 BUCKET TYPE: 350 mm Toothed CHECKED: DATE:
Excavation ‘Sampling Field Material Description
be
[2 us a = Oo
IOS a 3 w iG STRUCTURE AND
3 ke = at sik a 5 SOIL/ROCK MATERIAL DESCRIPTION = be ADDITIONAL
E BBE | ES locem 818.| 8 3 Bs OBSERVATIONS
= fie| S|] OE |e a $ Easia}
W755 SM] Sity SAND
4 fine to medium grained, light grey, trace of root matter
2
0.30 =
670 ‘Cayey SAND
| fine to medium grained, fight grey and light brown
05-4 t ‘ 4
J ae °
g 0.90 |__|
Fa 610 Sandy CLAY
3} 10-4 low plasticity, light grey and light brown J
3 | 1
Zz q B
5 >
g
é 4
$ a0) | fee LEU ||
zB a 5.70 becoming pale grey and red motiled light brown el<z
g ;
3 4 a
z >
° 15 1.50 4} 4
ST550 ‘Sily Sandy CLAY
J high plasticity, pale grey, some red and light brownmotting
20-4 4
200 gh PO
490 Besorring medium plastly, pale gray, Fable =
2544 4
270
430 TEST PIT DISCONTINUED @270m
3044 4
LJ _ Lat -Lo-~-~-_-_dj eet LESS

 

 

 

 

 

‘This repatt of test pit must be read in conjunction with:

 

 

 

 

absence of soll or groundwater contamit

 

 

 

 

accompanying notes and abbreviations. It has been prepared for geotechnical purposes only, without
attempt to assess possible contamination. ‘Ary references to pclentl ca tarinafon ae far infomation only and do nctnenessariy ncicale

‘the presence or
GAP gINT FN. FO‘e}
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