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Sample Record for 2016-06-01-9

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

Project Information

Project ID: 209918 DEA: 07274804 EFIS: 0700000516 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-18-0.2
Work Description: REPLACE BRIDGE DECK AND RAILING, REPAIR BENT CAPS AND COLUMNS.
Location Description: LOS ANGELES COUNTY AT LLANO AT COUNTY LINE OVERHEAD
Contractor Name: MCM Construction - Cliff Dawley
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Mansukh Vazirani Structure Rep.: Sarah Hartz

Sample Information

DIME Sample ID: 2016-06-01-9
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: 06/01/2016
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2016
The quantity of what the sample constitutes: 13
A brief description of the sample: Bearing Pad
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Scougal Rubber

Material Information

Mfg. Lot Number(s): 132477
Material/Compound/Elastomer ID: NA
Samples Representing: 13
Description (size): 3.45in x 9in x 14in
Comments: Unknown
Description (Number of Shims): 6
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: 2016-06-01-9-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 06/21/2016
Date Tested: 06/09/2016
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 71 f
Humidity 48 %
Reading #1 55
Reading #2 56
Reading #3 55
Reading #4 56
Reading #5 56
Mean 55.6

Test 2 of 4

DIME Test ID: 2016-06-01-9-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 06/21/2016
Date Tested: 06/09/2016
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
Unit of the Ultimate Tensile Values lbf per sqr in
UTM 2KIP
Humidity 48 %
Temperature 71 F
Sample 1 Median Thickness 0.073 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 3114.8 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.069 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 3179.2 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.07 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2971.4 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 3114.8 lbf/in^2

Test 3 of 4

DIME Test ID: 2016-06-01-9-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 06/21/2016
Date Tested: 06/09/2016
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 48 %
Temperature 71 F
Sample 1 Median Thickness 0.07 in
Sample 1 Tear Strength 242.9 lbf / in
Sample 2 Median Thickness 0.067 in
Sample 2 Tear Strength 253.7 lbf / in
Sample 3 Median Thickness 0.07 in
Sample 3 Tear Strength 271.4 lbf / in
Median of the Tear Strength Values 253.7 lb/in

Test 4 of 4

DIME Test ID: 2016-06-01-9-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 06/21/2016
Date Tested: 06/15/2016
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