Summary for Test 2015-10-12-2-2

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 210208
DEA: 023E7304
EFIS: 0200020157
DIST-CO-RTE-PM02-SIS-5-68.3
Award Date05/15/2015
Closeout Date03/22/2017
Work DescriptionREPLACE BRIDGE
Location DescriptionSISKIYOU COUNTY ABOUT 19 MILES NORTH OF YREKA AT HILT ROAD OVERCROSSING
QA Service Level1 (Verified on 06/17/2015)

Sample Information

Sample Taken Date10/12/2015 Sample Unique Key2
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 testing10/15/2015
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes11 From where was the sample collectedFabricator
First name of sampler or witnessed byCorey Last name of sampler or witnessed byNishioku
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility namescougal 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)131593A
Material/Compound/Elastomer ID131593A Samples Representing11
Description (size)3in x 18in x 18in CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal
Batch NumberNA

Test Details

DIME Sample ID: 2015-10-12-2
DIME Test ID: 2015-10-12-2-2
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: 2015-10-20

Test Results


Input Type: Calculated
Tester's full name: Brian
Date of test: 10/15/2015
UTM: no data
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.07 in
Sample 1 Thickness all Within 0.003 inch?:yes
Sample 1 Ultimate Tensile:2914.3 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.075 in
Sample 2 Thickness all Within 0.003 inch?:yes
Sample 2 Ultimate Tensile:2978.7 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.073 in
Sample 3 Thickness all Within 0.003 inch?:yes
Sample 3 Ultimate Tensile:2677.6 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2914.3 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 10/20/2015