Summary for Test 2016-10-03-4-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 211321
DEA: 041K8004
DIST-CO-RTE-PM04-NAP,NAP-121-16.7/16.9, 16.7/20.35
Award Date03/18/2016
Closeout Date12/20/2017
Work DescriptionInstall temporary one-way traffic control signals, construct soldier pile retaining wall, reconstruct roadway, place RSP & perform miscellaneous related work
Location DescriptionNot set
QA Service Level1 (Verified on 06/15/2016)

Sample Information

Sample Taken Date10/03/2016 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing10/04/2016 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes1
From where was the sample collectedJob Site First name of sampler or witnessed byGarnal
Last name of sampler or witnessed byAbushaban Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameScougal Rubber
Transportation Laboratory (TL) NumberC839657 Inspector Lot Number from the Transportation Laboratory (TL) FormNA
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15049-1
Material/Compound/Elastomer IDNA Samples Representing111
Description (size)1" x 8" x 12" CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA

Test Details

DIME Sample ID: 2016-10-03-4
DIME Test ID: 2016-10-03-4-3
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: 2016-10-17

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 10/10/2016
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.07 in
Sample 1 Tear Strength: 257.1 lbf / in
Sample 2 Median Thickness: 0.065 in
Sample 2 Tear Strength: 276.9 lbf / in
Sample 3 Median Thickness: 0.07 in
Sample 3 Tear Strength: 271.4 lbf / in
UTM: no data
Median of the Tear Strength Values: 271.4 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 10/17/2016 ✔