Test 2016-06-20-5-3 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 211004
DEA: 05330784
EFIS: 0512000076
DIST-CO-RTE-PM05-SLO-46-46.0/50.2
Work DescriptionCONVERT 2-LANE TO 4 LANE EXPRESSWAY.
Location DescriptionNEAR SHANDON FROM 0.2 MILE EAST OF MCMILLIAN CANYON ROAD TO 0.4 MILE WEST OF LUCY BROWN ROAD
Sample Information
Sample Taken Date6/20/2016 Sample Unique Key5
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 testing6/22/2016
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) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)14862 1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)4in x 24in x 24in CommentsUnknown
Description (Number of Shims)8 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2016-06-20-5
DIME Test ID: 2016-06-20-5-3
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: 2016-07-07
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 06/28/2016
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.076 in
Sample 1 Tear Strength: 210.5 lbf / in
Sample 2 Median Thickness: 0.07 in
Sample 2 Tear Strength: 257.1 lbf / in
Sample 3 Median Thickness: 0.081 in
Sample 3 Tear Strength: 246.9 lbf / in
UTM:2KIP
Median of the Tear Strength Values:246.9 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 07/07/2016