Test 2015-10-12-2-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210208
DEA: 023E7304
EFIS: 0200020157
DIST-CO-RTE-PM02-SIS-5-68.3
Work DescriptionREPLACE BRIDGE
Location DescriptionSISKIYOU COUNTY ABOUT 19 MILES NORTH OF YREKA AT HILT ROAD OVERCROSSING
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 Laboratory sample identificationUnknown
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