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Sample Record for 2025-03-26-9

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Project Information

Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-26.3/27.6
Work Description: CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location Description: ON STATE ROUTE 99
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Alberto Lopez Structure Rep.: Vicente Sanchez

Sample Information

DIME Sample ID: 2025-03-26-9
TL Number from the TL Form:
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: 03/26/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2025
The quantity of what the sample constitutes: 27
A brief description of the sample: 2.88"x14"x16" Bearing pad
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 24326-1
Material/Compound/Elastomer ID: NA
Samples Representing: 27
Description (size): 2.88x14x16
Comments:
Description (Number of Shims): 5
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: 24326-1

Test Results

Test 1 of 3

DIME Test ID: 2025-03-26-9-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 04/09/2025
Date Tested: 04/09/2025
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 0 f
Humidity 0 %
Reading #1 54
Reading #2 54
Reading #3 54
Reading #4 54
Reading #5 54
Mean 54

Test 2 of 3

DIME Test ID: 2025-03-26-9-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 04/09/2025
Date Tested: 04/09/2025
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 psi
UTM NA
Humidity 0 %
Temperature 0 f
Sample 1 Median Thickness 0.081 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2675 psi
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.081 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2577 psi
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.09 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2691 psi
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2675 psi

Test 3 of 3

DIME Test ID: 2025-03-26-9-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 04/09/2025
Date Tested: 04/09/2025
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 NA
Humidity 0 %
Temperature 0 f
Sample 1 Median Thickness 0.077 in
Sample 1 Tear Strength 249.5 lb/in
Sample 2 Median Thickness 0.078 in
Sample 2 Tear Strength 229.5 lb/in
Sample 3 Median Thickness 0.088 in
Sample 3 Tear Strength 220.3 lb/in
Median of the Tear Strength Values 229.5 lb/in