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