MCU14/0106 Appendix E - Engineering Report

GAPS_1_MDORE.GLB FULL PAGE J:\2004\GEOTECHNICAL\04682104\FIELDWORK_LOGS\04882\uaTPBH.GPJ_GAPS_1.GDT_06/08/2004_12:41:25 PM

 

REPORT OF TEST PIT: GA02

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POSITION: Refer to Site Plan SHEET: 1 OF 1
CUENT: Stockwell Building & Development COORDS: 504760 mE 7078480mN MGAS4 MACHINE: 6 Tonne Excavator
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 6.5m DATUM: AHD7‘1 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 Field Material Description
b
a Lu ° = 1O
ey z w iG STRUCTURE AND
aks z SAMPLE OR Q/e SOIL/ ROCK MATERIAL DESCRIPTION S be ADDITIONAL
Ra} ih | Es FELD TEST a 5 Bs OBSERVATIONS
Sale Re | oePnH| 813 3 be
= fie} 2] o& | re @} oS|3 2 8
0 Fe] Cl | Sandy Sty CLAY
4 "= medium plasticity, light grey, trace of root matter shu
xt
0.20 *
6.30 Clayey SAND.
4 fine to medium grained, light grey and light brown
7 ps040050n
054 4
z 4
0.90
‘5.60 ‘Sandy CLAY
104 medium plasticity, pale grey and light brown, some red mottling J
a
4200 | eyed po |}
% 530 ‘becoming medium ta high plasticity, pale grey and red
g 4
2] 184 DS 1.501.60n 7
a . =
g 4
3 wo}o0t—(ité‘iYidi 6
8 480 becoming medium plasticity, trace of gravel (sandstone) ?
8
¢ 4
3 4
i
$| 204 ; 4
z=
5 4
3 220
ic 2.30 SANDSTONE
4 extremely low strength, pale grey, light brown and red, some clay,
highly fractured, extremely weathered
250
4.00 TEST PIT DISCONTINUED @ 250m
J REFUSAL
304 4
PJ Las

 

 

 

 

 

 

 

 

 

 

 

 

 

 

attempt to assess possible contamination. Any references to potential contamination are for information only and do not necessarily indicate the presence or
absence of soil or groundwater contamination. GAP gINT FN. FOte!
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