Print Report | Back to Sample Detail

Sample Record for 2020-10-20-5

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

Project Information

Project ID: 214847 DEA: 074W8204 EFIS: 0720000009 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-17.7
Work Description: REPLACE STRUCTURAL CONCRETE BRIDGE AND PLACE CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN CAMARILLO AT CENTRAL AVENUE OVERCROSSING
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE, CORONA, CA 92883
Resident Engineer: Saeid Shakeri Structure Rep.: Hussam Buran

Sample Information

DIME Sample ID: 2020-10-20-5
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: 10/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2020
The quantity of what the sample constitutes: 1
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): 19214-1
Material/Compound/Elastomer ID: na
Samples Representing: 3
Description (size): 1"x9"x19"
Comments:
Description (Number of Shims): na
Type of Bearing Pad: Plain
Description (Thickness of Shims): NA
Manufacturer(s): Scougal Rubber
Batch Number: na

Test Results

Test 1 of 4

DIME Test ID: 2020-10-20-5-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 10/29/2020
Date Tested: 10/23/2020
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 50
Reading #2 51
Reading #3 51
Reading #4 50
Reading #5 50
Mean 50.4

Test 2 of 4

DIME Test ID: 2020-10-20-5-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 10/29/2020
Date Tested: 10/23/2020
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 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.072
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2657.79 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.076
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2667.2 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.076
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2852.15 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 2667.2 lbf/in^2

Test 3 of 4

DIME Test ID: 2020-10-20-5-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 10/29/2020
Date Tested: 10/23/2020
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
UTM 2kip
Humidity 50.00 %
Temperature 72 F
Sample 1 Median Thickness 0.081
Sample 1 Tear Strength 229.4
Sample 2 Median Thickness 0.076
Sample 2 Tear Strength 240.7
Sample 3 Median Thickness 0.081
Sample 3 Tear Strength 232.9
Median of the Tear Strength Values 232.9 lb/in

Test 4 of 4

DIME Test ID: 2020-10-20-5-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 10/23/2020
Date Tested: 10/23/2020
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