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Sample Record for 2026-04-07-34

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Project Information

Project ID: 1001955 DEA: 061H6904 EFIS: 0625000252 COOP: NONE QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-190-42.75
Work Description: Install Sidehill Viaduct (Bridge No. 46-0285).
Location Description:
Contractor Name: CCFG Construction (Michael Niven)
Contractor Address: 17750 Wards Ferry Road, Sonora, CA 95370
Resident Engineer: Cesar Mandujano Structure Rep.: Ye Yang

Sample Information

DIME Sample ID: 2026-04-07-34
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (213) 505-4213
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 04/07/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2026
The quantity of what the sample constitutes: 1
A brief description of the sample: elastomeric 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): 27573-1
Material/Compound/Elastomer ID: NA
Samples Representing: 5
Description (size): 3.45" X 10" X 12"
Comments:
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA
Test results on following page(s): 4

Test Results

Test

DIME Test ID: 2026-04-07-34-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 04/30/2026
Date Tested: 04/30/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 0 f
Humidity 0 %
Reading #1 50
Reading #2 50
Reading #3 52
Reading #4 51
Reading #5 50
Mean 50.8

Test

DIME Test ID: 2026-04-07-34-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 04/30/2026
Date Tested: 04/30/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
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 0.072 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2421 psi
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.067 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2817 psi
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.067 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2694 psi
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2694 psi

Test

DIME Test ID: 2026-04-07-34-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 04/30/2026
Date Tested: 04/30/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 5
UTM NA
Humidity 0 %
Temperature 0 f
Sample 1 Median Thickness 0.067 in
Sample 1 Tear Strength 183 lb/in
Sample 2 Median Thickness 0.077 in
Sample 2 Tear Strength 174 lb/in
Sample 3 Median Thickness 0.074 in
Sample 3 Tear Strength 231 lb/in
Sample 4 Median Thickness 0.067 in
Sample 4 Tear Strength 166 lb/in
Sample 5 Median Thickness 0.064 in
Sample 5 Tear Strength 181 lb/in
Median of the Tear Strength Values 181 lb/in

Test

DIME Test ID: 2026-04-07-34-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 04/30/2026
Date Tested: 04/30/2026
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Result Pass