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Testing Report for 2016-07-08-15-3

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

Project Information

DEA: 101C0904
EFIS: 1014000133
Project ID: 210657
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-4,15,163-R16.6/R17.4
Work Description: REPAIR BRIDGE. YES, WE DO HAVE HOURS! OVER 300 AS OF JUNE
Location Description: SAN JOAQUIN COUNTY IN STOCKTON FROM CENTER STREET TO UNION STREET
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ariel Mendoza
Structure Rep.: Mohsen Abdelfatah

Sample Information

DIME Sample ID: 2016-07-08-15
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: 7/8/2016
Date that the sample was received by the laboratory/organization performing the testing: 7/11/2016
The quantity of what the sample constitutes: 1
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: Scougal Rubber

Material Information

Mfg. Lot Number(s): 14990-1
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 3.5in x 14in x 20in
Comments: Unknown
Description (Number of Shims): 7
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Information

DIME Test ID: 2016-07-08-15-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Date Tested: 7/20/2016
Verified Date: 7/22/2016
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

Number of specimens tested: 3
UTM: no data
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.078 in
Sample 1 Tear Strength: 230.8 lbf / in
Sample 2 Median Thickness: 0.068 in
Sample 2 Tear Strength: 235.3 lbf / in
Sample 3 Median Thickness: 0.068 in
Sample 3 Tear Strength: 250 lbf / in
Median of the Tear Strength Values: 235.3 lb/in