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Sample Record for 2025-10-31-21

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Project Information

Project ID: 1000561 DEA: 010J8904 EFIS: 0119000119 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-36-3.9/6.0
Work Description: HOT MIX ASPHALT, AGGREGATE BASE, AND STRUCTURAL CONCRETE.
Location Description: HUMBOLDT COUNTY AT CARLOTTA FROM 0.2 MILE WEST OF FISHER ROAD TO 0.2 MILE WEST OF WILDER ROAD
Contractor Name: MERCER-FRASER COMPANY
Contractor Address: 200 Dinsmore Dr., Fortuna, CA 95540
Resident Engineer: Cody Long Structure Rep.: Shantanu Nalawade

Sample Information

DIME Sample ID: 2025-10-31-21
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: 10/31/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/03/2025
The quantity of what the sample constitutes: 34
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): 26963
Material/Compound/Elastomer ID: NA
Samples Representing: 34
Description (size): .5" x 24" x 44"
Comments:
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Results

Test 1 of 3

DIME Test ID: 2025-10-31-21-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 11/10/2025
Date Tested: 11/10/2025
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 53
Reading #3 53
Reading #4 53
Reading #5 53
Mean 53.2

Test 2 of 3

DIME Test ID: 2025-10-31-21-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 11/10/2025
Date Tested: 11/10/2025
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 lbf per sqr in
UTM NA
Humidity 0 %
Temperature 0 f
Sample 1 Median Thickness 0.089 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2682 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.092 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2864 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.089 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2773 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2773 lbf/in^2

Test 3 of 3

DIME Test ID: 2025-10-31-21-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 11/10/2025
Date Tested: 11/10/2025
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 0.092 in
Sample 1 Tear Strength 259 lb/in
Sample 2 Median Thickness 0.072 in
Sample 2 Tear Strength 290 lb/in
Sample 3 Median Thickness 0.082 in
Sample 3 Tear Strength 270 lb/in
Median of the Tear Strength Values 270 lb/in