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Sample Record for 2022-05-09-47

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-09-47
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Verification
Type of Material: SMTL TM10 - Wire Rope Choker
Sample Taken Date: 05/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/31/2022
The quantity of what the sample constitutes: 3
A brief description of the sample: 5/16" Wire Rope
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: NA

Material Information

Reel Number: 65 0105
Painter Name or ID: Lance Rivera
Material Specification: ASTM A931
Size: 5/16 in
Wire Manufacturer:
Material Collected to Test: Operator

Test Results

Test 1 of 1

DIME Test ID: 2022-05-09-47-1
Test Method: ASTM A931-18: Standard Test Method for Tension Testing of Wire Ropes and Strand (Breaking Force)
Verified Date: 06/09/2022
Date Tested: 06/03/2022
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Pulled Out at Crimp
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 F
UTM 67kip
Specimen Identification Wire Rope
Peak Load 10736.8
Operator Lance Rivera
Location of Failure At Crimp