000A88A4.13F.tif · 132003.221037

 

 

 

 

 

 

 

 

      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Coffey Geosciences Pty Lid acn ose sas 516
Borehole No. BH3
Sheet 1 of 1 za
= 2
y 5
Engineering Log - Borehole Office Job No: _ BY7675/1
Client: CARDNO MEK (QLD) PTY LTD Date started: 24.7, 2003 @
see Principal: PETRAC PTY LTD Date completed: 24.7.2003 =
Project: NOOSA NORTH SHORE RETREAT Logged by: AEL
Borehcie Location: MOOSA NORTH SHORE RETREAT Checkedby: CAL.
we
dri! made! and mounting: JACGRO 200 TAUCK 4x4 = Easting: slope: ~a° B.L. Surface: NOT MEASURED
“ hole diameter: 100 mm Northing bearing: datum:
dsling information material substance
& c xxlee :
3 noe 2 2 material -| &2 235 structure and
ei Ble wee os 2 | Bs £5) 25/282 additional observations
3 S| 2,5 22,22
= a (3 2 depth] & g 2 soil type: plasticity or particle characteristics, 22,2 g kPa
Elyogi a] = AL imetred & | OE colour, secondary and minor components. Ee@l 6s |sgee
~ N Dies Sw_] SAND: tine to coarse grained, pale grey, trace of M L TOPSOIL
2 SW (silt fin RESIDUAL =
SAND: fine to coarse grained, pale brown, some a
low piasticity fines, trace of fine grained gravel.
Gio A
w -
c —
a CL-SC/ SANDY CLAY: CLAYEY SAND-fine to coarse H-D
8 uU, 4 grained, iow to medium plasticity, crange-brown, red, 4
Ee ° a brown and white. J
3 pp 400kPa
SANDSTONE: fine to coarse grained, red, brown WEATHERED ROCK
and white, extremely to highly weathered sandstone. =
4 Borehole BH terminated at 2.5m a:
au 4
Ay 4
4 4
By 4
2 J .
gi
z 4 4
| am 4
9 8 a
a
i a 4
|
g|
Co 4 oe
= 4 +
gi
3 4 4
5 Z _
2 ra
a
ay 7 =
3 4 4
a
wy 4 4
oO
| 4 -
8
method support notes, samples, tests classification symbols and tonsistency/density index
AS auger screwing” Mo mud N nil Ley undisturbed sample 50mm diameter | sail description vs very soit
AD auger eriling™ S casing Ue. undisturbed sample 63mm diameter | based on unified classification s sot
= AR roilerstricone penetration D disturbed sample system F firm
Biw washbore r234 . N standard ion test (SPT} St sttt
aL mf CT sabie tec aa Ne SPT - sample recovered moisture vst very stiff
Sta hand auger retusa Ne SPT with solid cone oo oy H bard
Bi or diatube water v vane shear {kPa} M > moist Fb trlabie
SEB blank bit LH se water level | P plessuremeter Ww owet Vi very loose
olVv Vbit == an date shown Bs bulk sampie Wp plastic limit L loose
» HET TE bit E environmental sample W,— liguic tint a) medium dense
*bit shown by suftix Be water inflow R Telusal BD dense
Ebeg. ADT —E weter ovttiow vb very dense