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Sample Record for 2024-02-15-36

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Project Information

Project ID: 994395 DEA: 070W2704 EFIS: 0721000223 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-10.5/32.5
Work Description: POLYESTER CONCRETE OVERLAY, APPLY METHACRYLATE & REPLACE JOINT SEALS
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM COMPTON CREEK BRIDGE TO UNION STREET OVERCROSSING
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Ramon Robillos Structure Rep.: Matthew Remo

Sample Information

DIME Sample ID: 2024-02-15-36
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (530) 329-6527
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 02/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2024
The quantity of what the sample constitutes: 5
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: D.S. Brown

Material Information

Mfg. Lot Number(s): 1067913-1103-1A
Material/Compound/Elastomer ID: NA
Samples Representing: 5
Description (size): 1
Comments:
Description (Number of Shims): 7
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): DS Brown
Batch Number: NA

Test Results

Test 1 of 4

DIME Test ID: 2024-02-15-36-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 03/07/2024
Date Tested: 03/01/2024
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 53
Reading #2 54
Reading #3 55
Reading #4 55
Reading #5 55
Mean 54.4

Test 2 of 4

DIME Test ID: 2024-02-15-36-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 03/07/2024
Date Tested: 03/01/2024
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 3
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.092
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2786.45 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.089
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2766.42 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.091
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2891.75 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2786.5 lbf/in^2

Test 3 of 4

DIME Test ID: 2024-02-15-36-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 03/07/2024
Date Tested: 03/01/2024
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: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of specimens tested 3
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.093
Sample 1 Tear Strength 243.3
Sample 2 Median Thickness 0.092
Sample 2 Tear Strength 262.1
Sample 3 Median Thickness 0.093
Sample 3 Tear Strength 268.3
Median of the Tear Strength Values 262.1 lb/in

Test 4 of 4

DIME Test ID: 2024-02-15-36-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 03/04/2024
Date Tested: 03/04/2024
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: sanchita.dey@dot.ca.gov
Organization Phone: (916) 227-7912
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass