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Appendix B - Geotechnical Assessment Report
BH 6 Soil Description DCP Soil Description DCP
0 SANDY CLAYEY SILT (ML) – 0
Grey/brown, low plasticity fines, fine to
medium sand, moist, firm.
100 SANDY CLAY (CI) – Medium plasticity, 2 100
pale brown/orange, fine to medium sand,
moist, firm-stiff.
200 2 200
300 3 300
400 4 400
500 GRAVELLY SANDY SILTY CLAY (CH) – 4 500
High plasticity, orange, fine to medium
sand, fine to medium gravel, moist, stiff.
600 4 600
700 5 700
800 5 800
900 4 900
1000 5 1000
1100 6 1100
1200 4 1200
1300 5 1300
1400 8 1400
1500 5 1500
1600 GRAVELLY SANDY CLAY (CL) – Low 1600
plasticity, orange, fine to medium sand,
fine to medium gravel, moist, very stiff.
1700 1700
1800 1800
1900 1900
2000 PP-225kpa 2000
2100 2100
2200 GRAVELLY SILTY CLAY (CH) – High 2200
plasticity, red mottled white, fine to
medium gravel, moist, very stiff.
2300 2300
2400 2400
2500 2500
2600 2600
2700 2700
2800 2800
2900 2900
3000 Hole Terminated. 3000
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