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Sample Record for 2020-04-02-8

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

Project Information

Project ID: 214680 DEA: 030F2854 EFIS: 0319000205 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.1/9.4
Work Description: Construct the temporary bridge superstructures, adjacent paving and pave temporary alignment
Location Description:
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha

Sample Information

DIME Sample ID: 2020-04-02-8
TL Number from the TL Form: NA
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: 04/02/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2020
The quantity of what the sample constitutes: 262
A brief description of the sample: Plain Bearing Pad
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): 18739-1, 18739-3
Material/Compound/Elastomer ID: NA
Samples Representing: 2
Description (size): .75 x 8 x 14 .75 x 12 x 14
Comments: Unknown
Description (Number of Shims): NA
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Scougal Rubber
Batch Number: NA
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2020-04-02-8-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 04/13/2020
Date Tested: 04/08/2020
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:
Temperature 72 f
Humidity 50 %
Reading #1 53
Reading #2 53
Reading #3 52
Reading #4 52
Reading #5 53
Mean 52.6

Test 2 of 4

DIME Test ID: 2020-04-02-8-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 04/13/2020
Date Tested: 04/09/2020
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 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.109
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2532.52 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.11
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2617.01 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.106
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2678.1 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2617 lbf/in^2

Test 3 of 4

DIME Test ID: 2020-04-02-8-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 04/13/2020
Date Tested: 04/09/2020
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
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.104
Sample 1 Tear Strength 259.7
Sample 2 Median Thickness 0.108
Sample 2 Tear Strength 261.3
Sample 3 Median Thickness 0.109
Sample 3 Tear Strength 261.1
Median of the Tear Strength Values 261.1 lb/in

Test 4 of 4

DIME Test ID: 2020-04-02-8-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 04/09/2020
Date Tested: 04/09/2020
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: sanchita.dey@dot.ca.gov
Organization Phone: (916) 227-7912
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass