Print Report | Back to Test Summary

Testing Report for 2018-02-20-1-3

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

Project Information

DEA: 080J0704
EFIS: 0800000282
Project ID: 209694
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-0.6/1.7
Work Description: (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description: Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Fereydoon Alipanah
Structure Rep.: Tim Flores

Sample Information

DIME Sample ID: 2018-02-20-1
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: 2/20/2018
Date that the sample was received by the laboratory/organization performing the testing: 2/21/2018
The quantity of what the sample constitutes: 1
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): 16313-1
Material/Compound/Elastomer ID: NA
Samples Representing: NA
Description (size): 3"x16"x16"
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: 2018-02-20-1-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Date Tested: 2/26/2018
Verified Date: 3/1/2018
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: 5
UTM: no data
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.075 in
Sample 1 Tear Strength: 200 lbf / in
Sample 2 Median Thickness: 0.075 in
Sample 2 Tear Strength: 200 lbf / in
Sample 3 Median Thickness: 0.082 in
Sample 3 Tear Strength: 158.5 lbf / in
Sample 4 Median Thickness: 0.08 in
Sample 4 Tear Strength: 175 lbf / in
Sample 5 Median Thickness: 0.072 in
Sample 5 Tear Strength: 236.1 lbf / in
Median of the Tear Strength Values: 200 lb/in