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Testing Report for 2018-05-01-5-3

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

Project Information

DEA: 010G8004
EFIS: 0117000061
Project ID: 212247
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-1-78.0/83.5
Work Description: Major Damage Restoration
Location Description: In Mendocino County near West port from 0.3 mile south of Wages Creek Bridge #10-137 to Solider Point Viaduct #10-271
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Grant Krueger
Structure Rep.: Moussa Jandal

Sample Information

DIME Sample ID: 2018-05-01-5
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: 5/1/2018
Date that the sample was received by the laboratory/organization performing the testing: 5/2/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 16732-1
Material/Compound/Elastomer ID: NA
Samples Representing: 4
Description (size): 2.88" x 12" x 20"
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Information

DIME Test ID: 2018-05-01-5-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Date Tested: 5/7/2018
Verified Date: 5/10/2018
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: 70 F
Sample 1 Median Thickness: 0.062 in
Sample 1 Tear Strength: 222.6 lbf / in
Sample 2 Median Thickness: 0.07 in
Sample 2 Tear Strength: 225.7 lbf / in
Sample 3 Median Thickness: 0.071 in
Sample 3 Tear Strength: 208.5 lbf / in
Median of the Tear Strength Values: 222.6 lb/in