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Sample Record for 2020-09-03-8

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Project Information

Project ID: 214702 DEA: 030F2864 EFIS: 0320000123 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.92 / 8.4
Work Description: Remove and replace Consumnes River and Consumnes River Overflow bridge
Location Description: Sacramento County
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha

Sample Information

DIME Sample ID: 2020-09-03-8
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: 09/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2020
The quantity of what the sample constitutes: 252
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): 19055-1, 2, 3, 4
Material/Compound/Elastomer ID: NA
Samples Representing: 6
Description (size): 6.33" x 21" x 21"
Comments:
Description (Number of Shims): 11
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: 2020-09-03-8-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 09/10/2020
Date Tested: 09/09/2020
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:
Temperature 72 f
Humidity 50 %
Reading #1 52
Reading #2 54
Reading #3 53
Reading #4 52
Reading #5 54
Mean 53

Test 2 of 4

DIME Test ID: 2020-09-03-8-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 09/10/2020
Date Tested: 09/09/2020
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 0.081
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2595.07 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.084
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2750.93 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.086
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2411.73 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2595.1 lbf/in^2

Test 3 of 4

DIME Test ID: 2020-09-03-8-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 09/10/2020
Date Tested: 09/09/2020
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 0.083
Sample 1 Tear Strength 226.4
Sample 2 Median Thickness 0.082
Sample 2 Tear Strength 216
Sample 3 Median Thickness 0.086
Sample 3 Tear Strength 207.7
Median of the Tear Strength Values 216 lb/in

Test 4 of 4

DIME Test ID: 2020-09-03-8-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 09/10/2020
Date Tested: 09/10/2020
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