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Testing Report for 2017-07-21-4-2

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

Project Information

DEA: 033H1004
EFIS: 0317000230
Project ID: 212222
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-37.6
Work Description: Construct Soldier Pile Wall
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Jarrett Woodruff
Structure Rep.: Ken Haas

Sample Information

DIME Sample ID: 2017-07-21-4
TL Number from the TL Form:
Sample Submitted By Organization: CT QASI - Sacramento Field Laboratory
Sample Organization Contact: (916) 227-7263
Type of Sample: Acceptance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 7/21/2017
Date that the sample was received by the laboratory/organization performing the testing: 7/25/2017
The quantity of what the sample constitutes: 63
A brief description of the sample: 1x8x12 Steel Reinforced
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 179747V
Material/Compound/Elastomer ID: cp2527v55duroneogr3
Samples Representing: 63
Description (size): 1x8x12
Comments:
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: 16005

Test Information

DIME Test ID: 2017-07-21-4-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Date Tested: 7/25/2017
Verified Date: 7/27/2017
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: 0.065 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2883.4 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.064 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2562.5 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.064 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2812.5 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2812.5 lbf/in^2