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Testing Report for 2017-03-23-2-2

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

Project Information

DEA: 07290704
EFIS: 0712000076
Project ID: 210828
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47-0.9/2.0
Work Description: RESTORE BRIDGE SEISMIC.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Thang Ton
Structure Rep.: Noah Bruton

Sample Information

DIME Sample ID: 2017-03-23-2
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: 3/23/2017
Date that the sample was received by the laboratory/organization performing the testing: 3/24/2017
The quantity of what the sample constitutes: 11
A brief description of the sample: elastomeric bearing pad
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal-Neva

Material Information

Mfg. Lot Number(s): 02227262
Material/Compound/Elastomer ID: 055E0507
Samples Representing: 11
Description (size): .75 x 36 x 36
Comments: Unknown
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Warco Biltrite
Batch Number: 1111797

Test Information

DIME Test ID: 2017-03-23-2-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Date Tested: 3/28/2017
Verified Date: 4/3/2017
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: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.075 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2819.1 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.079 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2929.3 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.081 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2709.4 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2819.1 lbf/in^2