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Sample Record for 2019-08-07-16

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Project Information

Project ID: 213583 DEA: 060H2004 EFIS: 0612000157 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-201,216-12.5,21.2,18.7
Work Description: BRIDGE WIDENING, UPGRADE LANES AND OUTSIDE SHOULDERS.
Location Description: TULARE COUNTY NEAR CUTLER ON ROUTE 201 AT SAND CREEK BRIDGE AND AT FRIANT KERN CANAL BRIDGE AND NEAR WOODLAKE ON ROUTE 216 AT KAWEAH RIVER BRIDGE
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: P.O. Box 1508, Rancho Cordova, CA 95741
Resident Engineer: Donald Hiura Structure Rep.: Peter Moua

Sample Information

DIME Sample ID: 2019-08-07-16
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 08/07/2019
Date that the sample was received by the laboratory/organization performing the testing: 08/12/2019
The quantity of what the sample constitutes: 8
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): 17490-1
Material/Compound/Elastomer ID: na
Samples Representing: 8
Description (size): 2" x 9" x 12"
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: 2019-08-07-16-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 09/04/2019
Date Tested: 08/13/2019
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 f
Humidity 50 %
Reading #1 51
Reading #2 51
Reading #3 50
Reading #4 50
Reading #5 50
Mean 50.4

Test 2 of 4

DIME Test ID: 2019-08-07-16-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 09/04/2019
Date Tested: 12/31/1969
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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 0.061
Sample 1 Tear Strength 237.06
Sample 2 Median Thickness 0.059
Sample 2 Tear Strength 242.5
Sample 3 Median Thickness 0.062
Sample 3 Tear Strength 234.56
Median of the Tear Strength Values 237.06 lb/in

Test 3 of 4

DIME Test ID: 2019-08-07-16-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 08/14/2019
Date Tested: 08/14/2019
Submitted By Organization: CT HQ - Sacramento Chemistry Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: lisa.dobeck@dot.ca.gov
Organization Phone: (916) 227-7919
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Result Pass

Test 4 of 4

DIME Test ID: 2019-08-07-16-5
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 09/04/2019
Date Tested: 12/31/1969
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: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
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 0.063
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2510 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.066
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2602 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.065
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2566 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2566 lbf/in^2

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.