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Sample Record for 2016-02-08-4

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

Project Information

Project ID: 209059 DEA: 033E1004 EFIS: 0300000473 QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-80-8.1/37.8
Work Description: IMPROVING VERTICAL CLEARANCE
Location Description: PLACER COUNTY IN AND NEAR LOOMIS, PENRYN, NEWCASTLE, WEIMAR, AND MAGRA FROM 0.1 MILE WEST OF BRACE ROAD OVERCROSSING TO 0.1 MILE EAST OF MAGRA OVERCROSSING
Contractor Name: RGW Construction Inc
Contractor Address: 550 Greenville Road, Livermore, Ca 94550
Resident Engineer: Martin Clark Structure Rep.: Glen Wheeler

Sample Information

DIME Sample ID: 2016-02-08-4
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: 02/08/2016
Date that the sample was received by the laboratory/organization performing the testing: 02/10/2016
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): 14186-1
Material/Compound/Elastomer ID: NA
Samples Representing: 11
Description (size): 3in x 10in x 10in
Comments: Unknown
Description (Number of Shims): 5
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal
Batch Number: NA
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2016-02-08-4-1
Test Method: ASTM D2240-05re10: Standard Test Method for Rubber Property - Durometer Hardness
Verified Date: 02/23/2016
Date Tested: 02/12/2016
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 72 f
Humidity 50 %
Reading #1 53
Reading #2 54
Reading #3 53
Reading #4 53
Reading #5 54
Mean 53.4

Test 2 of 3

DIME Test ID: 2016-02-08-4-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Verified Date: 02/23/2016
Date Tested: 02/12/2016
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 50 %
Temperature 72 F
Sample 1 Median Thickness 0.071 in
Sample 1 Thickness all Within 0.003 inch? Yes
Sample 1 Ultimate Tensile 3033.7 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 3005.8 lbf/in^2
Sample 2 Elongation (350% Min) Pass
Sample 3 Median Thickness 0.074 in
Sample 3 Thickness all Within 0.003 inch? Yes
Sample 3 Ultimate Tensile 2973 lbf/in^2
Sample 3 Elongation (350% Min) Pass
Median of the Ultimate Tensile Values 3005.8 lbf/in^2

Test 3 of 3

DIME Test ID: 2016-02-08-4-3
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Verified Date: 02/23/2016
Date Tested: 02/12/2016
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 50 %
Temperature 72 F
Sample 1 Median Thickness 0.076 in
Sample 1 Tear Strength 250 lbf / in
Sample 2 Median Thickness 0.07 in
Sample 2 Tear Strength 242.9 lbf / in
Sample 3 Median Thickness 0.073 in
Sample 3 Tear Strength 232.9 lbf / in
Median of the Tear Strength Values 242.9 lb/in