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Sample Record for 2018-04-13-1

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212741 DEA: 020E1804 EFIS: 0200000022 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-29.8/30.2
Work Description: BRIDGE REPLACEMENT
Location Description: PLUMAS COUNTY NEAR CANYON DAM FROM 0.2 MILE SOUTH TO 0.3 MILE NORTH OF LAKE ALMANOR SPILLWAY
Contractor Name: Q&D CONSTRUCTION, INC.
Contractor Address: P.O Box 10865, Reno, NV 89510
Resident Engineer: Ryan Johnson Structure Rep.: Matt Crete

Sample Information

DIME Sample ID: 2018-04-13-1
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - QASI Sacramento Field Office
Sample Organization Contact: (916) 2058871
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 04/13/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2018
The quantity of what the sample constitutes: 11
A brief description of the sample: Elastomeric Bearing Pad
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 16531-1
Material/Compound/Elastomer ID: CP2527V55DuroNeoGr3
Samples Representing: 11
Description (size): 3"x 12"x 20"
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: CP2527V55DuroNeoGr3

Test Results

Test 1 of 4

DIME Test ID: 2018-04-13-1-1
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 04/25/2018
Date Tested: 04/19/2018
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 11KIP
Humidity 50 %
Temperature no data f
Sample 1 Median Thickness 0.064 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2818.8 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.068 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2617.6 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.065 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2509.2 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2617.6 lbf/in^2

Test 2 of 4

DIME Test ID: 2018-04-13-1-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 04/25/2018
Date Tested: 04/20/2018
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:
Temperature 70 f
Humidity 50 %
Reading #1 51
Reading #2 51
Reading #3 51
Reading #4 51
Reading #5 50
Mean 50.8

Test 3 of 4

DIME Test ID: 2018-04-13-1-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 04/25/2018
Date Tested: 04/20/2018
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 no data f
Sample 1 Median Thickness 0.068 in
Sample 1 Tear Strength 232.4 lbf / in
Sample 2 Median Thickness 0.066 in
Sample 2 Tear Strength 237.9 lbf / in
Sample 3 Median Thickness 0.066 in
Sample 3 Tear Strength 210.6 lbf / in
Median of the Tear Strength Values 232.4 lb/in

Test 4 of 4

DIME Test ID: 2018-04-13-1-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 04/25/2018
Date Tested: 04/24/2018
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