MCU14/0106 Appendix E - Engineering Report

 

REPORT OF TEST PIT: GA15

 

 

 

 

 

oN.

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GAPS_1_MDORE,GLB FULL PAGE J\2004\GEOTECHNICALI04652104\FIELDWORK_LOGS\04682104TPBH.GPJ GAPS_1.GDT 06/08/2004 12:42:04 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: 8.5m DATUM: AHD71 CONTRACTOR: IBS
LOCATION: Eenie Creek Road PIT DEPTH: 2.80m LOGGED: PGH DATE: 22/7/04
JOB NO: 04682104 BUCKET TYPE: 350 mm Toothed CHECKED: DATE:
Excavation Sampling Field Material Description
Ww ay
BS SAVPLEOR g 3 w i STRUCTURE AND
8K z 5 SOIL/ ROCK MATERIAL DESCRIPTION 3 be ADDITONAL
2B big} zs FIELD TEST oO eB
Ea] | ES loom 8 & a OBSERVATIONS
3 ie] S| GE | t 3 $8
Oa SM] Sity SAND
4 fine to medium grained, light grey, trace of root matter
1 a
0.30 =
820 Clayey SAND
4 fine to medium grained, light grey, light brown,
o5—[ 280 } | J
8.00 ‘Sandy CLAY
J high plasticity, ight grey, light brown, trace of red matting
150060070
J PP=400iPa
a
a 4
8
2 | 104 4
8
a 4.10
5 740 Silty CLAY ,
2 J high plasticity, pale grey and red, trace of ight brown molting
G
u
= 4
g
a 2 7 DS 140-.50m =
1s 4
g
1.90
660 ‘Sandy Sty CLAY
20-4 high plasticity, pale grey, some red and light brown motting J
240
6.10 ‘Sandy CLAY
2 medium plasticity, pale grey, trace of red and light brown matting 4
2.80
5:70 TEST PIT DISCONTINUED @ 280m
30— 4
Poets +l KKK JjJ—Hle t e e Pat

 

 

 

 

 

 

 

 

 

 

 

 

 

‘This report of test pit must be read in conjunction with accompanying notes and abbreviations. It has been prepared for geotechnical purposes only, without
altempt fo assess possible contamination. Any references to potential contamination are for information only and do nat necessarily indicate the presence or
absence of sof or groundwater contamination. GAP gINT FN. FOte
Ri2)