3018 AppendixD

GLOBAL TESTING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

THE ONLY NAME IN SOILS
SOIL PROFILE REPORT
CLIENT: Lyndal Petersen AUTHORISED __Lyndal Petersen
BY:
PROJECT: Proposed Lot 12 (No.130) DATE TESTED: 24/05/2021
Lake Macdonald Drive,
Cooroy.
JOB NO: 21/0611-2
Drilling Method: Jacro 105 100mm. Borehole
No.2
Depth Description PENET. Est. Bearing
(mm) (blows per 100mm) Capacity
(kPa)
1] 2 73/4
0 SANDY CLAY (CH)- High plasticity,
brown, fine to coarse sand, moist, firm.
100 SANDY CLAY (CH)- High plasticity, 2 50
brown, fine to coarse sand, moist, stiff.
200 3 100
300 3
400 4
500 4 125
600 4
700 6 <200
800 6
900 6
1000 7
1100 8
1200 8
1300 12
1400 18
1500 <20
1600
1700
1800 SILTY SANDY CLAY (CI)- Medium
plasticity, brown, fine to coarse sand, moist,
very stiff. (Becoming Extremely Weathered
Rock)
1900
2000
3200 Hole Terminated

 

 

 

 

 

 

 

 

Page | 5 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code

21/0611-1