Test 2016-04-12-3-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210864
DEA: 041SS034
EFIS: 0400020869
DIST-CO-RTE-PM04-ALA-580-R4.9/R5.6
Work DescriptionCONSTRUCT SOLDIER PILE WALL, AND RECONSTRUCTION OF LANES & SOULDERS
Location DescriptionIN ALAMEDA COUNTY, ON WESTBOUND OF ROUTE 580. AT PM 5.0
Sample Information
Sample Taken Date4/12/2016 Sample Unique Key3
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 testing4/13/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes190 From where was the sample collectedSource
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)132343 2
Material/Compound/Elastomer IDNA Samples Representing190
Description (size)1in x 8in x 12in 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: 2016-04-12-3
DIME Test ID: 2016-04-12-3-2
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: 2016-05-12
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 04/14/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.073 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:3169.4 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.07 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2857.1 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.07 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:3314.3 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3169.4 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 05/12/2016