Summary for Test 2017-03-23-2-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 210828
DEA: 07290704
EFIS: 0712000076
DIST-CO-RTE-PM07-LA-47-0.9/2.0
Award Date04/06/2016
Closeout Date06/25/2019
Work DescriptionRESTORE BRIDGE SEISMIC.
Location DescriptionNot set
QA Service Level1 (Verified on 06/03/2016)

Sample Information

Sample Taken Date03/23/2017 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing03/24/2017 Sample typeQuality Assurance
A brief description of the sampleelastomeric bearing pad The quantity of what the sample constitutes11
From where was the sample collectedFabricator First name of sampler or witnessed byJames
Last name of sampler or witnessed byDoe Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameCal-Neva
Transportation Laboratory (TL) NumberUnknown Inspector Lot Number from the Transportation Laboratory (TL) FormB35801817
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)02227262
Material/Compound/Elastomer ID055E0507 Samples Representing11
Description (size).75 x 36 x 36 CommentsUnknown
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Warco Biltrite
Batch Number1111797

Test Details

DIME Sample ID: 2017-03-23-2
DIME Test ID: 2017-03-23-2-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-06a-re13: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2017-04-10

Test Results


Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: Brian
Date of test: 03/28/2017
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness: 0.075 in
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2819.1 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.079 in
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2929.3 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.081 in
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2709.4 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2819.1 lbf/in^2
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 4/3/2017 ✔