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Sample Record for 2020-05-20-10


Project Information

Project ID: 214515 DEA: 024F6004 EFIS: 0213000012 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,TRI-36,96,299-VAR
Work Description: BRIDGE DECK REPAIR, POLYESTER OVERLAY AND RAIL REPLACEMENT.
Location Description: SISKIYOU AND TRINITY COUNTIES AT VARIOUS LOCATIONS
Contractor Name: MYERS AND SONS CONSTRUCTION Contractor Address: 4600 NORTHGATE BLVD, STE #100
Resident Engineer: Sunil Repaka Structure Rep.: Thompson, Robert

Sample Information

DIME Sample ID: 2020-05-20-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 05/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2020
The quantity of what the sample constitutes: 24
A brief description of the sample: Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Mfg. Lot Number(s): CR55-008-20
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 5.18 x 20 x 26
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Dynamic Rubber
Batch Number: 224

Test Results

Test Information 2 of 4

DIME Test ID: 2020-05-20-10-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Verified Date: 05/28/2020
Date Tested: 05/27/2020
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Number of specimens tested 3
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.082
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2517.73 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.082
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2615.99 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.082
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2623.02 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2616 lbf/in^2