BS 1377 Part 9 1990          
Insitu Californian Bearing Ratio
Location Job Ref:
BH No.
Soil Description Sample No.
Depth
Test method  BS 1377 : Part 9 : 1990 : 4.3 Date
     
 
      .     
NOTE: Test applicable only when maximum particle size beneath plunger does not exceed 20 mm  
Area of annulus of disc used     mm2 Jack/load ring no.  
Mass of surcharge         kg Calibration ref.      
RECORDINGS Moisture content of sample   %
NOTE : Penetration and force reading after seating load zeroed.  
         
Penetration  Force on    
of plunger   plunger      
mm Load kN
    gauge    
0.25    
 
0.5      
0.75      
1      
1.25      
1.5      
1.75      
2      
2.25      
2.5      
2.75      
3      
3.25      
3.5      
3.75      
4      
4.25      
4.5      
4.75      
5      
5.25      
5.5      
5.75      
6      
6.25      
6.5      
6.75      
7      
7.25      
7.5      
 
RESULTS
Penetration Force Standard CBR
    force  
mm kN kN %
2.5 13.2  
5.0   20.0  
In-situ CBR value   %
 
 
  Operator Checked Approved

                                                                                                                                        Form 9F