BS 1377 Part 4 1990
California Bearing Ratio (graph)
Location
Job Ref:
BH No.
Soil Description
Sample No.
Depth
Test method
BS1377: Part 4:
1990: 7.4*
Date
*Delete as appropriate
Top face
Bottom face
CBR % at
2.5 mm
penetration of
5.0 mm
Operator
Checked
Approved
Form 4G