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Site Classification Report
Borelogs
TP 1 Soil Description DCP TP 2 Soil Description DCP
0 SILTY SAND (SM) – Fine to medium, 0 SILTY SAND (SM) – Fine to medium,
dark grey, dry, loose. dark grey, boulders, dry, loose
100 1 100 1
200 1 200 1
300 SANDY CLAY (CH) – High plasticity, 2 300 1
orange, fine to coarse sand, moist, stiff.
PP-160-190kpa
400 3 400 >20
500 2 500
600 2 600
700 3 700
800 3 800
900 SANDY SILTY CLAY (CH) – High 16 900
plasticity, pale grey, fine to medium
sand, moist, stiff-very stiff. PP-200kpa
1000 1000
1100 1100
1200 1200 CLAYEY SAND (SC) – Fine to coarse,
orange, low plasticity fines, very moist,
loose.
1300 1300
1400 1400
1500 EXTREMELY WEATHERED MATERIAL 1500 DISTINCTLY WEATHERED
(XW) – SANDY CLAY (CI) – Medium SANDSTONE (DW) – Fine to medium,
plasticity, pale brown mottled pale grey, pale brown, dry, low-medium strength
moist, very stiff-hard. PP-300kpa rock.
Bucket Refusal
1600 1600
1700 1700
1800 1800
1900 1900
2000 DISTINCTLY WEATHERED 2000
SANDSTONE (DW) – Fine to medium,
pale brown, dry, low-medium strength
rock.
Bucket Refusal
*- DCP restarted down the borehole
SWL -Standing Water Level
PP- Pocket Penetrometer
ISS-Indicative Shrink-Swell
SS – Shrink-Swell
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