Summary for Test 2016-07-20-3-3

Test performed: ASTM D624-00-re12

Project Information

Project IdentifiersProject ID: 210944
DEA: 044S1904
EFIS: 0400001215
DIST-CO-RTE-PM04-SON-116-15.0
Award DateNot set
Closeout Date12/20/2017
Work DescriptionCONSTRUCT PAVEMENT AND SOLDIER PILE WALL
Location DescriptionCONSTRUCT PAVEMENT AND SOLDIER PILE WALL
QA Service Level1 (Verified on 07/07/2016)

Sample Information

Sample Taken Date07/20/2016 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing07/21/2016 Sample typeQuality Assurance
A brief description of the sampleBearing Pad The quantity of what the sample constitutes2
From where was the sample collectedSource First name of sampler or witnessed byGreg
Last name of sampler or witnessed byThompson Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameDynatect
Transportation Laboratory (TL) NumberC836009 Inspector Lot Number from the Transportation Laboratory (TL) FormB908216
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)051116
Material/Compound/Elastomer IDNA Samples Representing74
Description (size)1in x 4in x 6in CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynatect
Batch NumberNA

Test Details

DIME Sample ID: 2016-07-20-3
DIME Test ID: 2016-07-20-3-3
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: 2016-08-01

Test Results


Number of specimens tested: 3
Input Type: Measured
Tester's full name: Brian
Date of test: 07/26/2016
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.068 in
Sample 1 Tear Strength: 250 lbf / in
Sample 2 Median Thickness: 0.073 in
Sample 2 Tear Strength: 301.4 lbf / in
Sample 3 Median Thickness: 0.072 in
Sample 3 Tear Strength: 263.9 lbf / in
UTM: no data
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 8/1/2016 ✔