Test 2016-05-24-4-3 (ASTM D624-00-re12) Summary

Project Information
Project IdentifiersProject ID: 210886
DEA: 050F7004
EFIS: 0500000049
DIST-CO-RTE-PM05-MON-68-R17.4/R18.0
Work DescriptionWIDENING BRIDGE
Location DescriptionIN MONTEREY COUNTY ON ROUTE 68 NEARSALINAS FROM 0.2 MILE EAST OFRESERVATION ROAD UNDERCROSSING TO SPRECKELS BOULEVARD UNDERCROSSING
Sample Information
Sample Taken Date5/24/2016 Sample Unique Key4
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 testing5/26/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes17 From where was the sample collectedSource
First name of sampler or witnessed byCorey Last name of sampler or witnessed byNishioku
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)132346
Material/Compound/Elastomer IDNA Samples Representing17
Description (size)3in x 12in x 12in CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2016-05-24-4
DIME Test ID: 2016-05-24-4-3
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: 2016-06-07
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 05/27/2016
Humidity: 49 %
Temperature: 72 F
Sample 1 Median Thickness: 0.07 in
Sample 1 Tear Strength: 271.4 lbf / in
Sample 2 Median Thickness: 0.075 in
Sample 2 Tear Strength: 253.3 lbf / in
Sample 3 Median Thickness: 0.072 in
Sample 3 Tear Strength: 263.9 lbf / in
UTM:2KIP
Median of the Tear Strength Values:263.9 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 06/07/2016