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Sample Record for 2026-06-30-3

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Project Information

Project ID: 994675 DEA: 07390204 EFIS: 0722000334 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47-0.4 / 2.1
Work Description: Bridge deck replacement with lightweight precast deck panels ultra high performance concrete. Also includes: replacement of seismic sensors, upgrades to median barrier, railings, fences and guard rails. New finger joints.
Location Description: RTE 47 between Terminal Island and San Pedro PM 0.4/2.1
Contractor Name: Skanska
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Sam Gallardo Structure Rep.: Sami Deeb

Sample Information

DIME Sample ID: 2026-06-30-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: 9166394315
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 06/30/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/03/2026
The quantity of what the sample constitutes: 1/2" X 48"
A brief description of the sample: 1/2" X 48"
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal Neva Supply

Material Information

Mfg. Lot Number(s): 00082960A
Material/Compound/Elastomer ID: 00082960A
Samples Representing: CALNEVA
Description (size): 0.5 X 48
Comments:
Description (Number of Shims): NA
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): CALNEVA
Batch Number: 00082960A
Test results on following page(s): 4

Test Results

Test

DIME Test ID: 2026-06-30-3-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 08/31/2026
Date Tested: 08/31/2026
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: (213) 505-4213
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 0 f
Humidity 0 %
Reading #1 51
Reading #2 52
Reading #3 52
Reading #4 55
Reading #5 52
Mean 53

Test

DIME Test ID: 2026-06-30-3-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 08/31/2026
Date Tested: 08/31/2026
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: (213) 505-4213
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 0.067 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2507 psi
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.06 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 0.067 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2395 psi
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2507 psi

Test

DIME Test ID: 2026-06-30-3-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 08/31/2026
Date Tested: 08/31/2026
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: (213) 505-4213
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 0.064 in
Sample 1 Tear Strength 207 lb/in
Sample 2 Median Thickness 0.065 in
Sample 2 Tear Strength 219 lb/in
Sample 3 Median Thickness 0.062 in
Sample 3 Tear Strength 232 lb/in
Median of the Tear Strength Values 219 lb/in

Test

DIME Test ID: 2026-06-30-3-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/31/2026
Date Tested: 08/31/2026
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: (213) 505-4213
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Result Pass