Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2026-03-27-33
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: 03/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2026
The quantity of what the sample constitutes: 85
A brief description of the sample: 1" x 4" x 6" Plain Elastomeric 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
Mfg. Lot Number(s): 2527-3
Material/Compound/Elastomer ID: PEP1
Samples Representing: 85
Description (size): 1" x 4" x 6"
Comments:
Description (Number of Shims): NA
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Bridge Rubber Bearing LLC
Batch Number: 155833
DIME Test ID: 2026-03-27-33-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/19/2026
Date Tested: 05/19/2026
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
|
54
|
|
Reading #3
|
53
|
|
Reading #4
|
52
|
|
Reading #5
|
55
|
|
Mean
|
54.1
|
DIME Test ID: 2026-03-27-33-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 05/19/2026
Date Tested: 05/19/2026
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
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5
|
|
Unit of the Ultimate Tensile Values
|
psi
|
|
UTM
|
NA
|
|
Humidity
|
0 %
|
|
Temperature
|
0 f
|
|
Sample 1 Median Thickness
|
0.098 in
|
|
Sample 1 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 1 Ultimate Tensile
|
1107 psi
|
|
Sample 1 Elongation (350% Min)
|
Fail
|
|
Sample 2 Median Thickness
|
0.087 in
|
|
Sample 2 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 2 Ultimate Tensile
|
906 psi
|
|
Sample 2 Elongation (350% Min)
|
Fail
|
|
Sample 3 Median Thickness
|
0.096 in
|
|
Sample 3 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 3 Ultimate Tensile
|
1796 psi
|
|
Sample 3 Elongation (350% Min)
|
Pass
|
|
Sample 4 Median Thickness
|
0.092 in
|
|
Sample 4 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 4 Ultimate Tensile
|
1503 psi
|
|
Sample 4 Elongation (350% Min)
|
Fail
|
|
Sample 5 Median Thickness
|
0.076 in
|
|
Sample 5 Thickness all Within 0.003 inch?
|
Yes
|
|
Sample 5 Ultimate Tensile
|
1495 psi
|
|
Sample 5 Elongation (350% Min)
|
Pass
|
|
Median of the Ultimate Tensile Values
|
1495 psi
|
DIME Test ID: 2026-03-27-33-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/19/2026
Date Tested: 05/19/2026
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
|
0.092 in
|
|
Sample 1 Tear Strength
|
188 lb/in
|
|
Sample 2 Median Thickness
|
0.091 in
|
|
Sample 2 Tear Strength
|
215 lb/in
|
|
Sample 3 Median Thickness
|
0.099 in
|
|
Sample 3 Tear Strength
|
198 lb/in
|
|
Median of the Tear Strength Values
|
198 lb/in
|
DIME Test ID: 2026-03-27-33-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 05/19/2026
Date Tested: 05/19/2026
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:
