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.1
Depth Description PENET. Est. Bearing
(mm) (blows per 100mm) Capacity
(kPa)
1 2) 3) 4
0 SANDY CLAY (CH)- High plasticity,
brown, fine to coarse sand, moist, firm.
100 2 50
200 SANDY CLAY (CH)- High plasticity, 3 100
brown, fine to coarse sand, moist, stiff.
300 4
400 4
500 5 150
600 4
700 6 <200
800 6
900 7
1000 8
1100 12
1200 SILTY SANDY CLAY (CI)- Medium 14
plasticity, brown, fine to coarse sand, moist,
very stiff. (Becoming Extremely Weathered
Rock)
1300 <20
1400
1500
1600
1700
1800
1900
2000

 

 

 

 

 

 

 

 

 

 

3000 Hole Terminated

 

 

 

 

 

 

 

 

 

Page | 4 Borelogging in accordance with AS1726-2017 Geotechnical Site Investigations Code
21/0611-1