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Sample Record for 2024-10-29-2

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Project Information

Project ID: 995361 DEA: 072XF604 EFIS: 0723000126 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-33-24.25/27.3
Work Description: Rebuild the eroded side slopes, rebuild the damaged shoulders, reconstruct the dike, repair the sinkhole on the shoulder, repair the eroded areas next to EP, behind guardrail, and around the flumes, reinstall guardrail, rebuild RSP, clean the drainage systems, construct a SPW
Location Description:
Contractor Name: Granite Construction
Contractor Address: 4820 MCGRATH STE #101, VENTURA, CA 93003
Resident Engineer: Shamim Naderi Structure Rep.: Hussam Buran

Sample Information

DIME Sample ID: 2024-10-29-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Bay Area Field Office
Sample Organization Contact: (916) 284-6784
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 10/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/02/2024
The quantity of what the sample constitutes: 1 lot of 37 bearing pads
A brief description of the sample: Bearing pads
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal-Neva

Material Information

Mfg. Lot Number(s): 25398-1
Material/Compound/Elastomer ID: 55 Duro
Samples Representing: 1 lot of 37
Description (size): 1x9x14
Comments:
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: 1

Test Results

Test 1 of 3

DIME Test ID: 2024-10-29-2-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 12/06/2024
Date Tested: 12/02/2024
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: PNL
Test Result Compliance:
Additional Comments When Verified:
Temperature 0000 f
Humidity 0000 %
Mean 55

Test 2 of 3

DIME Test ID: 2024-10-29-2-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 12/06/2024
Date Tested: 12/02/2024
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: PNL
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 3
Unit of the Ultimate Tensile Values psi
UTM NA
Humidity 000 %
Temperature 000 f
Sample 1 Median Thickness 0.08 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2555 psi
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.088 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2467 psi
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.075 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2833 psi
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2555 psi

Test 3 of 3

DIME Test ID: 2024-10-29-2-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 12/06/2024
Date Tested: 12/02/2024
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: PNL
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 3
UTM NA
Humidity 000 %
Temperature 000 f
Median of the Tear Strength Values 222 lb/in