Laboratory Test Sheet
300 mm Shear Box Test
   
Client   Site  
Client Ref Lab No
Supplier   Source  
Materiial Type Specification
Material Name Stone Type
  Date Received
   
Compaction Vibrating Hammer       Weight of Each Layer  
Maximum Dry Density mg/m3 Test1 Test 2 Test3  
Optimum Moisture Content% 1st kg
  2nd kg
Sample Preparation       3rd kg
Target Dry Density = Max  Dry Density *92% +/-2% Total w1 w2 w3 (W)kg
Target bulk density = Max. dry density *(100+Opt.M/C)/100*(92/100)  Mg/m3 Measurement from top of Box, Test 1  
Target volume = 0.3*0.3*0.15 = 0.0135m3          1 2 3  
Target Weight = 0.0135*Target bulk density*1000      kg 1 2 3  
  1 2 3  
Moisture Content     Natural Test 1 Test 2 Test 3 Average depth (D) D1 (D)mm
Tin No       Actual Volume=03*03D   V1 (V)m3
Weight of Tin     Measurement from top of Box, Test 2  
Tin and Wet Soil 1 2 3
Time in Oven     1 2 3  
Time out Oven     1 2 3  
Tin and Dry Soil wt(1)     Average depth (D) D2 (D)mm
Time in Oven     Actual Volume=03*03D   V2 (V)m3
Time out Oven     Measurement from top of Box, Test 3  
(A)Tin and Dry Soil wt(2)   1 2 3  
(B)Difff wt(1) and wt(2)   1 2 3  
Wt of wet soil *0.1%     1 2 3  
If A < B then tick     Average depth (D) D3 (D)mm
Loss of Moisture     Actual Volume=03*03D   V3 (V)m3
Weight of Dry Soil      
Moisture Content%      
 
Settings and Density     Test 1 Test 2 Test 3  
Bulk Density of Material in Shearbox = (W/V)/1000 Mg/m3 Rate of Strain   mm/min
Dry Density of material = Bulk Density(100+C/100) Mg/m3  
Normal Stress = Kn/m2        
   
  TEST 1 TEST 2 TEST 3   TEST 1 TEST 2 TEST 3
Time Normal Stress Shear Stress Normal Stress Shear Stress Normal Stress Shear Stress Time Normal Stress Shear Stress Normal Stress Shear Stress Normal Stress Shear Stress
Comments
Tested By Date Checked By Date
Check level (1/2/3)