Splitting Tensile Strength
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Work Sheet For Splitting Tensile Strength of Rock Core Specimens Test Report No.: eference Standard ASTM D39 Project Title: Sampling Date: Project No.: Receiving Date : Client: Testing Date: Consultant: Location: Contractor: Source Sample ID Moisture Condition As Received Rate of Loading Average No. Rock Description L/D Average Strength Fracture : Note: L/D Ratio 0.2 - 0.75 Loading Rate 0.05 - 0.35 MPa/s Tested by: Checked by: Contact Between Platen & Specimen Specimen Depth (m) Diameter D (mm) Thicknes s L (mm) Load at Failure P (kN)
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Test work sheet
Transcript of Splitting Tensile Strength
Owner:Quality Management RepresentativeERI-Geo-ASTM-01Date: 01-01-2015 Copy Rights Reserved By ERI
Work Sheet ForSplitting Tensile Strength of Rock Core Specimens
Test Report No.: Reference Standard: ASTM D3967
Project Title: Sampling Date:
Project No.: Receiving Date :
Client: Testing Date:
Consultant: Location:
Contractor:
Source
Sample ID
Moisture Condition As Received
Rate of Loading
Average
No. Rock Description L/D Remarks
Average StrengthFracture :
Note: L/D Ratio 0.2 - 0.75
Loading Rate 0.05 - 0.35 MPa/s
Tested by: Checked by:
Contact Between Platen & Specimen
Specimen Depth (m)
Diameter D (mm)
Thickness L (mm)
Load at Failure
P (kN)
