MCU14/0106 Appendix E - Engineering Report

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SHEET: 1 OF 1
CLIENT: Stockwell Buikding & Development POSITION: Refer to Site Plan MACHINE: 6 Tonne Excavator
PROJECT: Noosa Business Centre - Stage 1 SURFACE RL: 6.5m 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
ew 3
a wi STRUCTURE AND
8 Ee = sume [E Q ie SOIL/ ROCK MATERIAL DESCRIPTION 5 foe ADDITONAL
Si x3 FIELD TEST z la 5 lo
= Ka bi Ee Zold & Bs OBSERVATIONS
2 hse S | BE [OR zo} 3 = 84
9 —Fa TSC | Cayey SAND
4 ‘ fine to medium grained, ight brown, light grey, trace of root matter
7 Oo
a
4 =
os 4
0.70 ||
580 CL | SandyClaY
4 CI | low to medium plasticity, red, ight brown, trace of light grey
a
a 4
E
3] 104 4
8
ai 4
a
2
BL =
S 4
| 8
3 4
oO
a 167 DS 150-160 4
3 1 , =
5 $80) 00 ame mp
g 4.70 becoming low plasticity, ight grey, red and light brawn motiled, some
3 : ae
3
2 20 200 4
& 450 Gravely Sandy CLAY
a q low plasticity, pale grey, ight brown and red mated
Ez
3 4
_| 250 - 4
é 25a SANDSTONE
s 4 extremely low strength, light brown, red and light grey, some clay,
5 highly fractured, extremely weathered
g 270
5 3.80 TEST PIT DISCONTINUED @ 270m
3 J PRACTICAL REFUSAL
é
E 4
g
3| 30 4
4 4
s J
3 4
g 4
3
~PJI-L_ Lagat —L——_-~~--4 JjJ-—te4---~-_-_— ~~ + ~~~ ~~ -Ld-4t---—------~--~--J-4
g This report of test pit must be read in conjunction with accompanying notes and abbreviations. ithas been prepared for geotechnical purposes only, without
6 attempt to assess possible contamination. Any references to potential contarrination are for information only and do not necessarily indicate the presence or
absence oF soil or groundwater contamination. GAP GINTFN Fate]