Geotech Inestigation · MCU22/0192

Lot 199 (*79) GYMPIE KIN KIN ROAD, KIN KIN. 022-164

 

Proposed Cabins Site.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borehole No 1 (Cabin 1) p D p Borehole No 2 (Cabin 2)
v.Clayey Silty Gravelly Sand SC 3 100 v.Clayey Silty Gravelly Sand SC
(Dark Grey Brown) (Dark Grey Brown)
Moist & Disturbed 2 | 200 Moist & Disturbed
Sandy Gravelly Clay CI/MP 3 | 300 Sandy Gravelly Clay CI/MP
(Orange Brown Mottled) 2 400 (Orange Brown Mottled)
Moist & Stiff 3 | 500 Moist & Stiff

4 600 ~ (0.032 = Iss, Ls = 12.6%) ~
4 | 700
5 | 800
(Friable Weathered Rock Lenses) 7 900 (Friable Weathered Rock Lenses)
10 | Im
UTP Hand Auger 15+ | 1100 UTP Hand Auger
(Distinctly Weathered Rock DW) 1200 (Distinctly Weathered Rock DW)
1300

 

 

 

 

 

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

 

 

 

UNEARTHED GEOTECHNICAL P/L. PO Box 1204, GYMPIE. Q 4570. 8/08/2022

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Borehole No 3 (Cabin 3) p_ | Depth
v.Clayey Silty Gravelly Sand SC 2 100
(Dark Grey Brown)
Moist & Disturbed 3 200
Sandy Gravelly Clay CI/MP 2 300
(Orange Brown Mottled) 3 400
Moist & Stiff 4 500
4 600
5 700
7 800
(Friable Weathered Rock Lenses) 9 900
15 lm
UTP Hand Auger 1100
(Distinctly Weathered Rock DW) 1200
1300
UTP = Unable to penetrate.

 

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.