Test 2016-06-21-11-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210040
DEA: 04297624
EFIS: 0400020581
COOP: 042558
DIST-CO-RTE-PM04-ALA-84-22.9/25.7
Work DescriptionWIDENING AND EXPRESSWAY UPGRADES
Location DescriptionON ROUTE 84, FROM RUBY HILL DRIVE TO NORTH OF CONCANNON BOULEVARD
Sample Information
Sample Taken Date6/21/2016 Sample Unique Key11
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 testing6/23/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes5 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 Rubber 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)14476 A B
Material/Compound/Elastomer IDNA Samples Representing5
Description (size)2in x 16in x 18in CommentsUnknown
Description (Number of Shims)4 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal
Batch NumberNA
Test Details
DIME Sample ID: 2016-06-21-11
DIME Test ID: 2016-06-21-11-2
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: 2016-07-07
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 06/28/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.072 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:3000 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.073 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:3278.7 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.072 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2888.9 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3000 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 07/07/2016