Test 2016-12-08-3-3 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 211226
DEA: 024E6404
EFIS: 0212000011
DIST-CO-RTE-PM02-PLU-147-8.9/9.3
Work DescriptionREPLACE BRIDGE, GUARDRAILING, HMA, STRIPING
Location DescriptionPLUMAS COUNTY ABOUT 9 MILES NORTH OF CANYON DAM FROM 0.1 MILE SOUTH TO 0.4 MILE NORTH OF HAMILTON BRANCH BRIDGE
Sample Information
Sample Taken Date12/8/2016 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing12/12/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedFabricator
First name of sampler or witnessed byPete Last name of sampler or witnessed byEtcheverry
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) NumberNA
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15261-2
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)3.5" x 16" x 20" CommentsUnknown
Description (Number of Shims)7 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)SCougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2016-12-08-3
DIME Test ID: 2016-12-08-3-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2016-12-27
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 12/13/2016
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.065 in
Sample 1 Tear Strength: 261.5 lbf / in
Sample 2 Median Thickness: 0.073 in
Sample 2 Tear Strength: 246.6 lbf / in
Sample 3 Median Thickness: 0.075 in
Sample 3 Tear Strength: 253.3 lbf / in
UTM:no data
Median of the Tear Strength Values:253.3 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point File
Test graph for Sample 1

Source: Partner Data Point File
Test graph for Sample 2

Source: Partner Data Point File
Test graph for Sample 3

Test was verified on 12/20/2016