Print Report | Back to Sample Detail

Sample Record for 2015-10-12-2

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

Project Information

Project ID: 210208 DEA: 023E7304 EFIS: 0200020157 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-68.3
Work Description: REPLACE BRIDGE
Location Description: SISKIYOU COUNTY ABOUT 19 MILES NORTH OF YREKA AT HILT ROAD OVERCROSSING
Contractor Name: J. F. Shea Construction Inc.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Mark Loader Structure Rep.: Bob Thompson

Sample Information

DIME Sample ID: 2015-10-12-2
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: 10/12/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/15/2015
The quantity of what the sample constitutes: 11
A brief description of the sample: Bearing Pad
From where was the sample collected: Fabricator
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: scougal

Material Information

Mfg. Lot Number(s): 131593A
Material/Compound/Elastomer ID: 131593A
Samples Representing: 11
Description (size): 3in x 18in x 18in
Comments: Unknown
Description (Number of Shims): 6
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal
Batch Number: NA
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2015-10-12-2-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 10/20/2015
Date Tested: 10/15/2015
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 56
Reading #2 56
Reading #3 54
Reading #4 55
Reading #5 54
Mean 55

Test 2 of 4

DIME Test ID: 2015-10-12-2-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 10/20/2015
Date Tested: 10/15/2015
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 no data
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 2914.3 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.075 in
Sample 2 Thickness all Within 0.003 inch? yes
Sample 2 Ultimate Tensile 2978.7 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.073 in
Sample 3 Thickness all Within 0.003 inch? yes
Sample 3 Ultimate Tensile 2677.6 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2914.3 lbf/in^2

Test 3 of 4

DIME Test ID: 2015-10-12-2-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 10/20/2015
Date Tested: 10/15/2015
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 0.067 in
Sample 1 Tear Strength 179.1 lbf / in
Sample 2 Median Thickness 0.076 in
Sample 2 Tear Strength 184.2 lbf / in
Sample 3 Median Thickness 0.071 in
Sample 3 Tear Strength 197.2 lbf / in
Sample 4 Median Thickness 0.069 in
Sample 4 Tear Strength 202.9 lbf / in
Sample 5 Median Thickness 0.071 in
Sample 5 Tear Strength 225.4 lbf / in
Median of the Tear Strength Values 197.2 lb/in

Test 4 of 4

DIME Test ID: 2015-10-12-2-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 10/20/2015
Date Tested: 10/19/2015
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:
Result Pass