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Sample Record for 2023-01-26-47

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Project Information

Project ID: 993915 DEA: 040Y9704 EFIS: 0422000388 QA Service Level: 1
DIST-CO-RTE-PM: 04-SCL/SCL-101-47.89/47.89
Work Description: Repair of girder 5 and replacement of girder 10, both in Span 1.
Location Description:
Contractor Name: Bridgeway Civil Constructors, Inc (Alexander Newman)
Contractor Address: 3333 Vaca Valley Parkway, Suite 2000, Vacaville, CA 95688
Resident Engineer: Arif Khan Structure Rep.: Steve Gong

Sample Information

DIME Sample ID: 2023-01-26-47
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: Verification
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 01/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2023
The quantity of what the sample constitutes: 1
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: Nucor Steel

Material Information

Mfg. Lot Number(s): 22623-1
Material/Compound/Elastomer ID: NA
Samples Representing: 2
Description (size): 1.15"x8"x24"
Comments:
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Results

Test 1 of 4

DIME Test ID: 2023-01-26-47-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 02/07/2023
Date Tested: 02/02/2023
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: hardness
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 52
Reading #2 51
Reading #3 51
Reading #4 53
Reading #5 53
Mean 52

Test 2 of 4

DIME Test ID: 2023-01-26-47-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 02/07/2023
Date Tested: 02/02/2023
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 0.059
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 3033.06 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.058
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2473.3 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.059
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 3040.58 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 3033.1 lbf/in^2

Test 3 of 4

DIME Test ID: 2023-01-26-47-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 02/07/2023
Date Tested: 02/02/2023
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 0.059
Sample 1 Tear Strength 203.9
Sample 2 Median Thickness 0.056
Sample 2 Tear Strength 224.8
Sample 3 Median Thickness 0.056
Sample 3 Tear Strength 229.4
Median of the Tear Strength Values 224.8 lb/in

Test 4 of 4

DIME Test ID: 2023-01-26-47-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 02/07/2023
Date Tested: 02/07/2023
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