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Testing Report for 2015-10-12-2-3

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

Project Information

DEA: 023E7304
EFIS: 0200020157
Project ID: 210208
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-68.3
Work Description: REPLACE BRIDGE
Location Description: SISKIYOU COUNTY ABOUT 19 MILES NORTH OF YREKA AT HILT ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mark Loader
Structure Rep.: Bob Thompson

Sample Information

DIME Sample ID: 2015-10-12-2
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: 10/12/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2015
The quantity of what the sample constitutes: 11
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

Material Information

Mfg. Lot Number(s): 131593A
Material/Compound/Elastomer ID: 131593A
Samples Representing: 11
Description (size): 3in x 18in x 18in
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal
Batch Number: NA

Test Information

DIME Test ID: 2015-10-12-2-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Date Tested: 10/15/2015
Verified Date: 10/20/2015
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

Number of specimens tested: 5
UTM: no data
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.067 in
Sample 1 Tear Strength: 179.1 lbf / in
Sample 2 Median Thickness: 0.076 in
Sample 2 Tear Strength: 184.2 lbf / in
Sample 3 Median Thickness: 0.071 in
Sample 3 Tear Strength: 197.2 lbf / in
Sample 4 Median Thickness: 0.069 in
Sample 4 Tear Strength: 202.9 lbf / in
Sample 5 Median Thickness: 0.071 in
Sample 5 Tear Strength: 225.4 lbf / in
Median of the Tear Strength Values: 197.2 lb/in