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Sample Record for 2016-04-19-2

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

Project Information

Project ID: 209037 DEA: 030F6904 EFIS: 0300000100 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-24.3
Work Description: REPLACE BRIDGE
Location Description: ABOUT 9.5 MILES EAST OF OROVILLE AT FLAG CANYON CREEK BRIDGE 12-140
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P O BOX 1508, RANCHO CORDOVA, CA 95741
Resident Engineer: Ben Hargrove Structure Rep.: Justin Wood

Sample Information

DIME Sample ID: 2016-04-19-2
TL Number from the TL Form: Unknown
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: 04/19/2016
Date that the sample was received by the laboratory/organization performing the testing: 04/21/2016
The quantity of what the sample constitutes: 13
A brief description of the sample: Plain Bearing Pad
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: D S Brown

Material Information

Mfg. Lot Number(s): C1601-5555-10
Material/Compound/Elastomer ID: NA
Samples Representing: 13
Description (size): .25in x 10in x 19in
Comments: Unknown
Description (Number of Shims): 0
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): D S Brown
Batch Number: NA
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2016-04-19-2-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/09/2016
Date Tested: 04/21/2016
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 72 f
Humidity 50 %
Reading #1 54
Reading #2 55
Reading #3 54
Reading #4 54
Reading #5 55
Mean 54.4

Test 2 of 4

DIME Test ID: 2016-04-19-2-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 05/09/2016
Date Tested: 04/21/2016
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:
Number of specimens tested 5
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.07 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2685.7 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.07 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2685.7 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.069 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2080.9 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Sample 4 Median Thickness 0.068 in
Sample 4 Thickness all Within 0.003 inch? Yes
Sample 4 Ultimate Tensile 2882.4 lbf/in^2
Sample 4 Elongation (350% Min) Pass
Sample 5 Median Thickness 0.071 in
Sample 5 Thickness all Within 0.003 inch? Yes
Sample 5 Ultimate Tensile 2752.8 lbf/in^2
Sample 5 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2685.7 lbf/in^2

Test 3 of 4

DIME Test ID: 2016-04-19-2-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/09/2016
Date Tested: 04/21/2016
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:
Number of specimens tested 3
UTM 2KIP
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.068 in
Sample 1 Tear Strength 294.1 lbf / in
Sample 2 Median Thickness 0.071 in
Sample 2 Tear Strength 295.8 lbf / in
Sample 3 Median Thickness 0.065 in
Sample 3 Tear Strength 292.3 lbf / in
Median of the Tear Strength Values 294.1 lb/in

Test 4 of 4

DIME Test ID: 2016-04-19-2-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 05/09/2016
Date Tested: 05/05/2016
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