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Sample Record for 2024-08-30-41

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Project Information

Project ID: 1000409 DEA: 051S1604 EFIS: 0524000176 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-60
Work Description: Rocky Creek Slip Out Permanent Restoration Project
Location Description:
Contractor Name: Gordon N Ball, Inc. (Fred Velasco/Stuart Yamamoto)
Contractor Address: 333 Camille Avenue, Alamo, CA 94507
Resident Engineer: Jorge Uberhuaga Structure Rep.: Daniel Dait

Sample Information

DIME Sample ID: 2024-08-30-41
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: 08/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/04/2024
The quantity of what the sample constitutes: 31
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: Scougal Rubber

Material Information

Mfg. Lot Number(s): 25036-1
Material/Compound/Elastomer ID: NA
Samples Representing: 31
Description (size): 3.45" x 16" x 16"
Comments:
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Results

Test 1 of 3

DIME Test ID: 2024-08-30-41-1
Test Method: ASTM D2240-15r21: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 10/16/2024
Date Tested: 10/01/2024
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: 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 56
Reading #2 56
Reading #3 54
Reading #4 55
Reading #5 55
Mean 55.2

Test 2 of 3

DIME Test ID: 2024-08-30-41-2
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 10/16/2024
Date Tested: 10/01/2024
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: 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 2455.93 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.08
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2365.7 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 2202.86 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Sample 4 Median Thickness 0.1
Sample 4 Thickness all Within 0.003 inch? Yes
Sample 4 Ultimate Tensile 2400.01 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 2338.43 lbf/in^2
Sample 5 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2365.7 lbf/in^2

Test 3 of 3

DIME Test ID: 2024-08-30-41-3
Test Method: ASTM D624-00r20: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 10/16/2024
Date Tested: 10/01/2024
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: 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 0.104
Sample 1 Tear Strength 210
Sample 2 Median Thickness 0.086
Sample 2 Tear Strength 212.2
Sample 3 Median Thickness 0.078
Sample 3 Tear Strength 218.6
Median of the Tear Strength Values 212.2 lb/in