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Sample Record for 2025-06-04-44

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Project Information

Project ID: 1000015 DEA: 033H8304 EFIS: 0318000075 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-49-3.5/7.5
Work Description: CONSTRUCT SIDEWALKS, CURB RAMPS AND DRAINAGE FACILITIES. CONSTRUCT PEDESTRIAN BRIDGE
Location Description: PLACER COUNTY IN AND NEAR AUBURN FROM 0.3 MILE NORTH OF ROUTE 80/49 SEPARATION TO 0.1 MILE NORTH OF DRY CREEK ROAD
Contractor Name: PACIFIC INFRASTRUCTURE CONSTRUCTION, LLC
Contractor Address: 871 COTTING COURT STE A, VACAVILLE CA 95688
Resident Engineer: Lucas Price Structure Rep.: Eric Duray

Sample Information

DIME Sample ID: 2025-06-04-44
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: 06/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2025
The quantity of what the sample constitutes: 13
A brief description of the sample: 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): 25816-1
Material/Compound/Elastomer ID: NA
Samples Representing: 13
Description (size): 1.15" x 8" x 10"
Comments:
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2025-06-04-44-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 07/03/2025
Date Tested: 07/01/2025
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 53
Reading #2 52
Reading #3 52
Reading #4 50
Reading #5 52
Mean 51.8

Test 2 of 3

DIME Test ID: 2025-06-04-44-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 07/03/2025
Date Tested: 07/01/2025
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 0.062 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2617 psi
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.068 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2322 psi
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.065 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2577 psi
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2577 psi

Test 3 of 3

DIME Test ID: 2025-06-04-44-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 07/03/2025
Date Tested: 07/01/2025
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 0.076 in
Sample 1 Tear Strength 192 lb/in
Sample 2 Median Thickness 0.073 in
Sample 2 Tear Strength 188 lb/in
Sample 3 Median Thickness 0.069 in
Sample 3 Tear Strength 199 lb/in
Median of the Tear Strength Values 192 lb/in