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Sample Record for 2023-11-16-57

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Project Information

Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.9/10.6
Work Description: SB 101 4D North San Ysidro to Olive Mill
Location Description: In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen

Sample Information

DIME Sample ID: 2023-11-16-57
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: 11/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2023
The quantity of what the sample constitutes: 4
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): 2527-11
Material/Compound/Elastomer ID: NA
Samples Representing: 121
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: 135932

Test Results

Test 1 of 4

DIME Test ID: 2023-11-16-57-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 12/18/2023
Date Tested: 12/07/2023
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: brian.ellis@dot.ca.gov
Organization Phone: (916) 380-8623
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 52
Reading #2 52
Reading #3 51
Reading #4 50
Reading #5 50
Mean 51

Test 2 of 4

DIME Test ID: 2023-11-16-57-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 12/18/2023
Date Tested: 12/07/2023
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: 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 5
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.081
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2283.18 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.081
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2184.77 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.083
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2571.34 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Sample 4 Median Thickness 0.081
Sample 4 Thickness all Within 0.003 inch? Yes
Sample 4 Ultimate Tensile 2526.25 lbf/in^2
Sample 4 Elongation (350% Min) Pass
Sample 5 Median Thickness 0.084
Sample 5 Thickness all Within 0.003 inch? Yes
Sample 5 Ultimate Tensile 2195.02 lbf/in^2
Sample 5 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2283.2 lbf/in^2

Test 3 of 4

DIME Test ID: 2023-11-16-57-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 12/18/2023
Date Tested: 12/07/2023
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: 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 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.089
Sample 1 Tear Strength 181.3
Sample 2 Median Thickness 0.088
Sample 2 Tear Strength 195.1
Sample 3 Median Thickness 0.089
Sample 3 Tear Strength 186.3
Median of the Tear Strength Values 186.3 lb/in

Test 4 of 4

DIME Test ID: 2023-11-16-57-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 12/14/2023
Date Tested: 12/14/2023
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