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Sample Record for 2015-12-16-1

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

Project Information

Project ID: 210385 DEA: 11288814 EFIS: 1113000167 QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-11-Var
Work Description: CONSTRUCT FREEWAY TO FREEWAY CONNECTORS.
Location Description: SAN DIEGO COUNTY IN AND NEAR SAN DIEGO AT ROUTE 11/125/905 SEPARATION
Contractor Name: FLATIRON WEST INC
Contractor Address: 1770 LA COSTA MEADOWS DRIVE , SAN MARCOS CA 92078
Resident Engineer: Jared Corbitt Structure Rep.: Anh Ma

Sample Information

DIME Sample ID: 2015-12-16-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 12/16/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/17/2015
The quantity of what the sample constitutes: 13
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): 14259 1
Material/Compound/Elastomer ID: NA
Samples Representing: 13
Description (size): 2in x 21in x 26in
Comments: Unknown
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal
Batch Number: NA

Test Results

Test 1 of 3

DIME Test ID: 2015-12-16-1-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 12/29/2015
Date Tested: 12/18/2015
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 52
Reading #2 51
Reading #3 51
Reading #4 52
Reading #5 52
Mean 51.6

Test 2 of 3

DIME Test ID: 2015-12-16-1-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 12/29/2015
Date Tested: 12/18/2015
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 3
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2 KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.072 in
Sample 1 Thickness all Within 0.003 inch? yes
Sample 1 Ultimate Tensile 2944.4 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.075 in
Sample 2 Thickness all Within 0.003 inch? yes
Sample 2 Ultimate Tensile 2766 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.071 in
Sample 3 Thickness all Within 0.003 inch? yes
Sample 3 Ultimate Tensile 2809 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2809 lbf/in^2

Test 3 of 3

DIME Test ID: 2015-12-16-1-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 12/29/2015
Date Tested: 12/18/2015
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of specimens tested 3
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.074 in
Sample 1 Tear Strength 229.7 lbf / in
Sample 2 Median Thickness 0.071 in
Sample 2 Tear Strength 225.4 lbf / in
Sample 3 Median Thickness 0.072 in
Sample 3 Tear Strength 222.2 lbf / in
Median of the Tear Strength Values 225.4 lb/in