geotechnical report

LoT 2 SISTER TREE CREEK ROAD, KIN KIN. 022-003

 

Proposed Cabins House Site on a near level cut fill pad.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borehole No 1 (Cabin 1) p D p Borehole No 2 (Cabin 2)
FILL 2 | 100] 2 FILL
(Sand Clay Gravel Mix) 4 | 200 2 (Sand Clay Gravel Mix)
Moist & Uncontrolled 2 | 300 3 Moist & Uncontrolled
4 | 400 | 4
2 | 500} 3
3 | 600 | 2
v.Sandy Clay CI/MP 2 | 700 3
(Brown) ; 4 | 800 3 v.Sandy Clay CI/MP
Moist & Loose/Medium Dense (Brown)
Sandy Clay CI/MP 3 | 900 3 Moist & Loose/Medium Dense
(Orange Red Brown Mottled) 4 | Im 4 Sandy Clay CI/MP
~ (0.024 = Iss, Ls = 10.6%) ~ 5 | 1100] 5 (Orange Red Brown Mottled)
Moist & Firm 4 | 1200} 5 Moist & Firm
Becoming Stiff 5 | 1300] 5 Becoming Stiff
6 | 1400] 6
6 | 1500} 6
End Hand Auger 1600 End Hand Auger
1700
1800
1900
2m
2100

 

 

 

 

 

 

75-100 mm Jarret style Hand Augers.
p = blows/100mm - 9kg Dynamic Cone Penetrometer.

UNEARTHED GEOTECHNICAL P/L. PO Box 1204, GYMPIE. Q 4570. SI/01/2022

 

 

 

Note - All field information and test results collected during our site investigation and detailed in the
accompanying report, including any site plans, log and data sheets are only to be used for the purposes of this
report. No third party use of any part of this information is authorised without specific or written consent.