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Sample Record for 2017-05-11-11

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

Project Information

Project ID: 211588 DEA: 030F3104 EFIS: 0300000078 QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-49-23.6/24.5
Work Description: REPLACE BRIDGE.
Location Description: EL DORADO COUNTY NEAR COLOMA FROM 0.1 MILE EAST OF MARSHALL ROAD TO 0.3 MILE EAST OF LOTUS ROAD
Contractor Name: M.C.M. CONSTRUCTION, INC.
Contractor Address: P.O. Box 620, North Highlands, CA 95660
Resident Engineer: Jeff Hamm Structure Rep.: Glen Wheeler

Sample Information

DIME Sample ID: 2017-05-11-11
TL Number from the TL Form: NA
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: 05/11/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/15/2017
The quantity of what the sample constitutes: 1
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 Rubber

Material Information

Mfg. Lot Number(s): 15771-1
Material/Compound/Elastomer ID: NA
Samples Representing: 1
Description (size): 3" x 12" x 12"
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: 2017-05-11-11-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 05/25/2017
Date Tested: 05/22/2017
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 55
Reading #4 56
Reading #5 55
Mean 55.6

Test 2 of 4

DIME Test ID: 2017-05-11-11-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 05/25/2017
Date Tested: 05/22/2017
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 %
Temperature 72 F
Sample 1 Median Thickness 0.069 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 3005.8 lbf/in^2
Sample 1 Elongation (350% Min) Pass
Sample 2 Median Thickness 0.066 in
Sample 2 Thickness all Within 0.003 inch? Yes
Sample 2 Ultimate Tensile 2727.3 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.065 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 3312.9 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 3005.8 lbf/in^2

Test 3 of 4

DIME Test ID: 2017-05-11-11-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 05/25/2017
Date Tested: 05/22/2017
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 72 F
Sample 1 Median Thickness 0.064 in
Sample 1 Tear Strength 250 lbf / in
Sample 2 Median Thickness 0.069 in
Sample 2 Tear Strength 231.9 lbf / in
Sample 3 Median Thickness 0.074 in
Sample 3 Tear Strength 216.2 lbf / in
Median of the Tear Strength Values 231.9 lb/in

Test 4 of 4

DIME Test ID: 2017-05-11-11-4
Test Method: SMTL BILST-06: (Neoprene Verification) Bilstein Test
Verified Date: 05/25/2017
Date Tested: 05/25/2017
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