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Testing Report for 2016-04-06-12-2

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

Project Information

DEA: 010B03U4
EFIS: 0115000059
Project ID: 210608
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-96-8.3/8.9
Work Description: SOLDIER PILE WALL WITH GROUND ANCHORS, HMA, GABION WALL AND DRAINAGE
Location Description: HUMBOLDT COUNTY NEAR HOOPA FROM TISH TANG SIDEHILL VIADUCT #2 TO 0.3 MILE WEST OF SHOEMAKER ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Heidi Quintrell
Structure Rep.: Mike McCracken

Sample Information

DIME Sample ID: 2016-04-06-12
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Sample Organization Contact: (916) 227-7253
Type of Sample: Quality Assurance
Type of Material: SMTL TM1 - Elastomeric Bearing Pad
Sample Taken Date: 4/6/2016
Date that the sample was received by the laboratory/organization performing the testing: 4/7/2016
The quantity of what the sample constitutes: 43
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): 132359
Material/Compound/Elastomer ID: NA
Samples Representing: 43
Description (size): 1in x 8in x 12in
Comments: Unknown
Description (Number of Shims): 2
Type of Bearing Pad: Steel
Description (Thickness of Shims): 14 gage
Manufacturer(s): Scougal Rubber
Batch Number: NA

Test Information

DIME Test ID: 2016-04-06-12-2
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers—Tension
Date Tested: 4/13/2016
Verified Date: 4/18/2016
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: paul.lukkarila@dot.ca.gov
Organization Phone: (916) 227-7253
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.076 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 3210.5 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.078 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 3179.5 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.079 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 3131.3 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 3179.5 lbf/in^2