Page 55 - Demo

2.0m
2.5m
3.0m
Client: Project Title: Site Address: City: Job Number:
Grant Wharry
6c Myrtle Drive, Omokoroa T auranga
533
Page 1 No of Pages 1
Date 27/10/2016 Logged By MOB
Ha 6
O'Brien Geotech Ltd
Hand Auguered Borehole
xxxx xxxx xxxx xxxx xxxx
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Hand Auger No :
0.5m
1.0m
xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx
xxxx xxxx xxxx
DESCRIPTIONS
T opsoil
Light brown sandy SILT, stiff, non plastic, moist (Younger Ash)
Brown SILT, very stiff, plastic, moist becomes wet
Light brown sandy SILT, very stiff, slightly plastic, moist
Light and dark brown SILT, very stiff, plastic, moist
Grey SILT, stiff, plastic, wet
2.4 to 3.2m becomes soft - auger easy to push in
Sv=112kPa
Sv=93kPa
Sv=164kPa
Sv=124kPa
Sv=146kPa
3.5m
4.0m
4.5m
5.0m
Notes:
End of Hole
Cohesive Material
Very Soft VS Soft S Firm F Stiff St Very Stiff Vst Hard H
Non Cohesive Material
Very Loose VL Loose L Medium Dense MD Dense D Very Dense VD
0.0m
1.5m
Depth (m)
Groundwater
Graphic Log