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Sample Record for 2017-06-21-3

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Project Information

Project ID: 211162 DEA: 044G4504 EFIS: 0412000477 QA Service Level: 1
DIST-CO-RTE-PM: 04-SOL-780-7.07
Work Description: REPLACE BRIDGE TO PROVIDE STANDARD VERTICAL CLEARANCE
Location Description: LAUREL STREET OC
Contractor Name: R N R CONSTRUCTION, INC.
Contractor Address: 8589 Thys Court, Sacramento, CA 95828
Resident Engineer: Jolie Schneider Structure Rep.: Joe De La Torre

Sample Information

DIME Sample ID: 2017-06-21-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Acceptance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 06/21/2017
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2017
The quantity of what the sample constitutes: 11
A brief description of the sample: 12x18x2
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): 15692
Material/Compound/Elastomer ID: Cp2527vcp2628ars703055duro
Samples Representing: 11
Description (size): 18x12x2
Comments:
Description (Number of Shims): 4
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal
Batch Number: 15692

Test Results

Test 1 of 4

DIME Test ID: 2017-06-21-3-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 07/06/2017
Date Tested: 06/30/2017
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 54
Reading #2 54
Reading #3 53
Reading #4 54
Reading #5 53
Mean 53.6

Test 2 of 4

DIME Test ID: 2017-06-21-3-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 07/06/2017
Date Tested: 06/30/2017
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 %
Temperature 72 F
Sample 1 Median Thickness 0.071 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 3258.4 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.076 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2947.4 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.071 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 3146.1 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 3146.1 lbf/in^2

Test 3 of 4

DIME Test ID: 2017-06-21-3-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 07/06/2017
Date Tested: 06/30/2017
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 no data
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.072 in
Sample 1 Tear Strength 222.2 lbf / in
Sample 2 Median Thickness 0.067 in
Sample 2 Tear Strength 283.6 lbf / in
Sample 3 Median Thickness 0.068 in
Sample 3 Tear Strength 279.4 lbf / in
Median of the Tear Strength Values 279.4 lb/in

Test 4 of 4

DIME Test ID: 2017-06-21-3-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 07/06/2017
Date Tested: 07/06/2017
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:
Result Pass