Print Report | Back to Test Summary

Testing Report for 2017-06-13-2-3

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

Project Information

DEA: 032H7504
EFIS: 0317000180
Project ID: 212026
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-41.5
Work Description: Construct soldier pile wall
Location Description: In Butte County on Route 70 approximately 0.6 miles oeast of North Fork Feather River
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Anthony Granados
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-06-13-2
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: 6/13/2017
Date that the sample was received by the laboratory/organization performing the testing: 6/19/2017
The quantity of what the sample constitutes: 49
A brief description of the sample: 1x15x15 No Shims
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): 0
Material/Compound/Elastomer ID: CP2527c55DuroNEOGR3
Samples Representing: 49 Pads
Description (size): 1"x15"x15"
Comments:
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Scougal
Batch Number: 15899-1

Test Information

DIME Test ID: 2017-06-13-2-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Date Tested: 6/23/2017
Verified Date: 7/6/2017
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

Number of specimens tested: 3
UTM: no data
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.074 in
Sample 1 Tear Strength: 229.7 lbf / in
Sample 2 Median Thickness: 0.079 in
Sample 2 Tear Strength: 202.5 lbf / in
Sample 3 Median Thickness: 0.086 in
Sample 3 Tear Strength: 220.9 lbf / in
Median of the Tear Strength Values: 220.9 lb/in