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Testing Report for 2015-09-29-4-2

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

Project Information

DEA: 074X6404
EFIS: 0716000010
Project ID: 210661
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-9.5
Work Description: Repair fire damage bridges.
Location Description: In the city of Commerce
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kevin Bui
Structure Rep.: Danny Lalonde

Sample Information

DIME Sample ID: 2015-09-29-4
TL Number from the TL Form: Unknown
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: 9/29/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/2/2015
The quantity of what the sample constitutes: 4
A brief description of the sample: Bearing Pad
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Seismic Energy

Material Information

Mfg. Lot Number(s): 643061
Material/Compound/Elastomer ID: NA
Samples Representing: 4
Description (size): 1x12x14
Comments: Unknown
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Seismic Energy
Batch Number: NA

Test Information

DIME Test ID: 2015-09-29-4-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Date Tested: 10/6/2015
Verified Date: 10/6/2015
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

UTM: no data
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.072 in
Sample 1 Thickness all Within 0.003 inch?: yes
Sample 1 Ultimate Tensile: 2777.8 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.073 in
Sample 2 Thickness all Within 0.003 inch?: yes
Sample 2 Ultimate Tensile: 2786.9 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.07 in
Sample 3 Thickness all Within 0.003 inch?: yes
Sample 3 Ultimate Tensile: 2800 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2786.9 lbf/in^2