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Sample Record for 2026-07-14-101

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001612 DEA: 051P2104 EFIS: 0521000188 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON,-1-44.3
Work Description: CONSTRUCT SOLDIER PILE WALL AND STRUCTURAL CONCRETE BARRIER SLAB.
Location Description: MONTEREY COUNTY NEAR BIG SUR ABOUT 1.1 MILES SOUTH OF PFEIFFER CANYON BRIDGE
Contractor Name: Graniterock Company
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Tommy Munro Structure Rep.: Carson Sperber

Sample Information

DIME Sample ID: 2026-07-14-101
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: 07/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2026
The quantity of what the sample constitutes: 12
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): 28162-3
Material/Compound/Elastomer ID: NA
Samples Representing: 12
Description (size): 1" x 11.4" x 19.5"
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 on following page(s): 4

Test Results

Test

DIME Test ID: 2026-07-14-101-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 08/20/2026
Date Tested: 08/20/2026
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 59
Reading #2 58
Reading #3 58
Reading #4 59
Reading #5 59
Mean 59.1

Test

DIME Test ID: 2026-07-14-101-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 08/20/2026
Date Tested: 08/20/2026
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 0.078 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2796 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 2545 psi
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.094 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2700 psi
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2700 psi

Test

DIME Test ID: 2026-07-14-101-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 08/20/2026
Date Tested: 08/20/2026
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
UTM NA
Humidity 0 %
Temperature 0 f
Sample 1 Median Thickness 0.083 in
Sample 1 Tear Strength 222 lb/in
Sample 2 Median Thickness 0.087 in
Sample 2 Tear Strength 252 lb/in
Sample 3 Median Thickness 0.067 in
Sample 3 Tear Strength 245 lb/in
Median of the Tear Strength Values 245 lb/in

Test

DIME Test ID: 2026-07-14-101-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/20/2026
Date Tested: 08/20/2026
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