Weier Group geotech · MCU17/0523

PO Box 171 Wamuran Qld 4512
296 Old North Road, Wamuran Qld 4512

AER Phone: 07 5496 6715

Mobile: 0438 924 637

RSs Fax: 07 5496 6717

Email: [email protected]
ABN: 49 416 679 791 Web: www.wagnersoiltesting.com.au

ENGINEERING LOG

 

 

 

 

1.9m | Grained Sand.

Client: Weier Group Job No: J17/01
Project: Site Investigation Date Drilled: 2/03/17
Location: 26/512 David Low Way, Castaways Beach Qld Bore Size: 100mm @
Driller: LW Drill Type: IH [Ute]
Logged By: LW Fluid: N/A
Depth | Soil Description/Classification Moisture Consistency | Samples DCP
(m) | Location: Borehole 2 Condition | Rel. Density | Type &No_ | Blows
0.0-— | Sand [SP], Grey Dark Grey, Fine — Moist Loose 1
0.3m _ | Medium Grained Sand, Fine — 1
Medium Organics. FILL 1
1
0.3-— | Sand [SP], Grey Pale Grey, Fine — Moist Loose 1
0.9m | Medium Grained Sand. 1
1
0.9-— | Sand [SP], Pale Grey, Fine — Medium Moist Loose Sample for 1
1.2m | Grained Sand. Lab Analysis 2
1
1.2— | Sand [SP], Pale Grey, Fine - Medium Dry Loose 2
2
2
2

1.9-— | Sand [SP], Pale Grey, Fine - Medium | Dry - Moist Loose
2.5m | Grained Sand.

Note: Borehole [email protected]
(Not Refusal)

 

 

 

 

 

 

 

 

All classifications as per “Guide to the Description Identification and Classification Of Soils” Table A1, AS1726
[1993].

W29/3 18/10/16

CONSTRUCTION MATERIALS TESTING