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Testing Report for 2016-05-10-2-3

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

Project Information

DEA: 020E0904
EFIS: 0200000016
Project ID: 210808
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R29.3/R31.1,R45.0/R45.8
Work Description: REPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location Description: IN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nathan Alexander
Structure Rep.: Christopher S 'Chris' Brace

Sample Information

DIME Sample ID: 2016-05-10-2
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: 5/10/2016
Date that the sample was received by the laboratory/organization performing the testing: 5/11/2016
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 Rubber

Material Information

Mfg. Lot Number(s): 14685-1
Material/Compound/Elastomer ID: NA
Samples Representing: 11
Description (size): 6in x 18in x 18in
Comments: Unknown
Description (Number of Shims): 12
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Information

DIME Test ID: 2016-05-10-2-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Date Tested: 5/12/2016
Verified Date: 5/16/2016
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: complies
Additional Comments When Verified :

Submitted Test Results

Number of specimens tested: 3
UTM: 2KIP
Humidity: 48 %
Temperature: 72 F
Sample 1 Median Thickness: 0.061 in
Sample 1 Tear Strength: 229.5 lbf / in
Sample 2 Median Thickness: 0.072 in
Sample 2 Tear Strength: 222.2 lbf / in
Sample 3 Median Thickness: 0.068 in
Sample 3 Tear Strength: 250 lbf / in
Median of the Tear Strength Values: 229.5 lb/in