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Sample Record for 2019-02-11-3

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

Project Information

Project ID: 212245 DEA: 024F8604 EFIS: 0213000043 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-26.7/27.1
Work Description: ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location Description: TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Contractor Name: Steelhead Constructors
Contractor Address: 2940 INNSBRUCK DRIVE, REDDING CA 96003
Resident Engineer: Joel Gasik Structure Rep.: Michael D Sears

Sample Information

DIME Sample ID: 2019-02-11-3
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: 02/11/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2019
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): 17420-1
Material/Compound/Elastomer ID: na
Samples Representing: 9
Description (size): 1.5" X 13" x 13"
Comments: Unknown
Description (Number of Shims): 3
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: 2019-02-11-3-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 03/04/2019
Date Tested: 02/15/2019
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 51
Reading #2 50
Reading #3 50
Reading #4 50
Reading #5 50
Mean 50.2

Test 2 of 4

DIME Test ID: 2019-02-11-3-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 03/04/2019
Date Tested: 02/15/2019
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 11KIP
Humidity 50 %
Temperature no data f
Sample 1 Median Thickness 0.064 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 2718.8 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.06 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 3066.7 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.062 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 3116.1 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 3066.7 lbf/in^2

Test 3 of 4

DIME Test ID: 2019-02-11-3-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 03/04/2019
Date Tested: 02/15/2019
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
UTM no data
Humidity 50 %
Temperature no data f
Sample 1 Median Thickness 0.056 in
Sample 1 Tear Strength 212.5 lbf / in
Sample 2 Median Thickness 0.059 in
Sample 2 Tear Strength 232.2 lbf / in
Sample 3 Median Thickness 0.069 in
Sample 3 Tear Strength 246.4 lbf / in
Median of the Tear Strength Values 232.2 lb/in

Test 4 of 4

DIME Test ID: 2019-02-11-3-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 02/15/2019
Date Tested: 02/15/2019
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