BS 1377 : Part 4 : 1990
California Bearing Ratio (graph)
Location							Job ref.
							Borehole/Pit no.
Soil description							Sample No.
							Depth			m
Test method  BS1377: Part 4:  1990: 7.4
*Delete as appropriate
							Top face		Bottom face
		CBR % at				2.5 mm
		penetration of				5.0 mm
						Operator	Checked		Approved
									Form 4G