Test 2016-10-03-4-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 211321
DEA: 041K8004
EFIS: 0416000316
DIST-CO-RTE-PM04-NAP-121-16.7/16.9
Work DescriptionInstall temporary one-way traffic control signals, construct soldier pile retaining wall, reconstruct roadway, place RSP & perform miscellaneous related work
Location DescriptionNot set
Sample Information
Sample Taken Date10/3/2016 Sample Unique Key4
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 testing10/4/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedJob Site
First name of sampler or witnessed byGarnal Last name of sampler or witnessed byAbushaban
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameScougal Rubber Transportation Laboratory (TL) NumberC839657
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)15049-1
Material/Compound/Elastomer IDNA Samples Representing111
Description (size)1" x 8" x 12" CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2016-10-03-4
DIME Test ID: 2016-10-03-4-2
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: 2016-10-17
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 10/10/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.066 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:3151.5 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.072 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:3333.3 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.068 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:3058.8 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3151.5 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 10/17/2016