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Sample Record for 2026-05-19-69

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

Project Information

Project ID: 1001152 DEA: 07346104 EFIS: 0718000071 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-1-7.0/7.4
Work Description: RETROFIT BRIDGE, REPLACE BRIDGE RAILINGS, AND CURB RAMPS.
Location Description: LOS ANGELES COUNTY IN LONG BEACH FROM GOLDEN AVENUE TO HARBOR AVENUE
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 banana Avenue, Fontana CA 92335
Resident Engineer: Thang Ton Structure Rep.: Saleem Toon

Sample Information

DIME Sample ID: 2026-05-19-69
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: 05/19/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2026
The quantity of what the sample constitutes: 85
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: Bridge Rubber Bearing

Material Information

Mfg. Lot Number(s): 2527-4
Material/Compound/Elastomer ID: NA
Samples Representing: 85
Description (size): 1" x 4" x 6"
Comments:
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Bridge Rubber Bearing
Batch Number: 155833
Test results on following page(s): 4

Test Results

Test

DIME Test ID: 2026-05-19-69-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/16/2026
Date Tested: 06/16/2026
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 54
Reading #2 53
Reading #3 53
Reading #4 53
Reading #5 53
Mean 53.7

Test

DIME Test ID: 2026-05-19-69-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/16/2026
Date Tested: 06/16/2026
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 0.075 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2478 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 2533 psi
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.068 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2509 psi
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2509 psi

Test

DIME Test ID: 2026-05-19-69-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/16/2026
Date Tested: 06/16/2026
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 0.073 in
Sample 1 Tear Strength 206 lb/in
Sample 2 Median Thickness 0.088 in
Sample 2 Tear Strength 207 lb/in
Sample 3 Median Thickness 0.083 in
Sample 3 Tear Strength 192 lb/in
Median of the Tear Strength Values 206 lb/in

Test

DIME Test ID: 2026-05-19-69-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 06/16/2026
Date Tested: 06/16/2026
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