3018 AppendixD

 

GLOBAL TESTING

 

THE ONLY NAME IN SOILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SOIL PROFILE REPORT
CLIENT: Lyndal Petersen AUTHORISED __Lyndal Petersen
BY:
PROJECT: Proposed Lot 11 (No.130) DATE TESTED: 24/05/2021
Lake Macdonald Drive,
Cooroy.
JOB NO: 21/0611-2
Drilling Method: Jacro 105 100mm. Borehole
No.6
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
plasticity, pale brown, fine to coarse sand,
trace of gravel, moist, firm.
400 2
500 2 25
600 2
700 2
800 2
900 SILTY SANDY CLAY (CI) Medium 4 125
plasticity, pale brown, fine to coarse sand,
trace of gravel, moist, stiff.
1000 6 >200
1100 9
1200 SILTY SANDY CLAY (CI) Medium 10
plasticity, pale brown, fine to coarse sand,
trace of gravel, moist, very stiff.
1300 13
1400 14
1500 15
1600 15
1700
2000
2800
3200 SANDY CLAY (CL)- Low plasticity, pale
brown, fine to coarse sand, moist, hard.
(Becoming Extremely Weathered Rock)
3400
3500
3600
3700
4000 ROCK - Auger Refusal.

 

 

 

 

 

 

 

Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code

21/0611-2