3018 AppendixD

GLOBAL TESTING

THE ONLY NAME IN SOILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SOIL PROFILE REPORT
CLIENT: Lyndal Petersen AUTHORISED _Lyndal Petersen
BY:
PROJECT: Lot 11 (130) Lake DATE TESTED: 24/05/2021
Macdonald Drive, Cooroy.
JOB NO: 21/0611-2
Drilling Method: Jacro 105 100mm. Borehole
No.7
Depth Description PENET. Est. Bearing
(mm) (blows per 100mm) Capacity
(kPa)
3 4 5) 6
0 SANDY CLAY (CL)- Low plasticity, grey/
brown, fine to coarse sand, moist, firm.
100 2 25
200 2
300 SILTY SANDY CLAY (CI) Medium 1
plasticity, pale brown, fine to coarse sand,
trace of gravel, moist, firm.
400 2 25
500 2
600 2
700 2 25
800 SILTY SANDY CLAY (CI) Medium 4 125
plasticity, pale brown, fine to coarse sand,
trace of gravel, moist, stiff.
900 5
1000 6 >200
1100 7
1200 SILTY SANDY CLAY (CD Medium 10
plasticity, pale brown, fine to coarse sand,
trace of gravel, moist, very stiff.
1300 15
1400 18
1500 18
1600 18
1700 18
1800
1900
2000
3000
3200 SANDY CLAY (CL)- Low plasticity, pale
brown, fine to coarse sand, moist, hard.
(Becoming Extremely Weathered Rock)
3400
3800
4000 ROCK — Auger Refusal.

 

 

 

 

 

 

 

 

 

Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
21/0611-2