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Sample Record for 2019-06-17-11

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Project Information

Project ID: 213569 DEA: 024F2104 EFIS: 0212000072 QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-0.5/1.0
Work Description: Butte and Ash Creek Bridge Replacement
Location Description: Construction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
Contractor Name: WEST COAST CONTRACTORS
Contractor Address: 61050 Highway 101, Coos Bay, Oregon 97420
Resident Engineer: Mike Zdenek Structure Rep.: Ryan G Duran

Sample Information

DIME Sample ID: 2019-06-17-11
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: 06/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/19/2019
The quantity of what the sample constitutes: 2
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): 17865-2
Material/Compound/Elastomer ID: na
Samples Representing: 62
Description (size): 2" x 12" x 24"
Comments: Unknown
Description (Number of Shims): 4
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: 2019-06-17-11-1
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 06/21/2019
Date Tested: 06/21/2019
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

Test 2 of 4

DIME Test ID: 2019-06-17-11-2
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/26/2019
Date Tested: 06/20/2019
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 51
Reading #3 52
Reading #4 52
Reading #5 50
Mean 51.4

Test 3 of 4

DIME Test ID: 2019-06-17-11-3
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/26/2019
Date Tested: 06/21/2019
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 0.07 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2571.4 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 2514.3 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.068 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2647.1 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2571.4 lbf/in^2

Test 4 of 4

DIME Test ID: 2019-06-17-11-4
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/26/2019
Date Tested: 06/21/2019
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 5
UTM no data
Humidity 50 %
Temperature 72 F
Sample 1 Median Thickness 0.07 in
Sample 1 Tear Strength 185.7 lbf / in
Sample 2 Median Thickness 0.069 in
Sample 2 Tear Strength 173.9 lbf / in
Sample 3 Median Thickness 0.069 in
Sample 3 Tear Strength 188.4 lbf / in
Sample 4 Median Thickness 0.067 in
Sample 4 Tear Strength 179.1 lbf / in
Sample 5 Median Thickness 0.068 in
Sample 5 Tear Strength 176.5 lbf / in
Median of the Tear Strength Values 179.1 lb/in