Test 2016-07-08-15-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210657
DEA: 101C0904
EFIS: 1014000133
DIST-CO-RTE-PM10-SJ-4,15,163-R16.6/R17.4
Work DescriptionREPAIR BRIDGE. YES, WE DO HAVE HOURS! OVER 300 AS OF JUNE
Location DescriptionSAN JOAQUIN COUNTY IN STOCKTON FROM CENTER STREET TO UNION STREET
Sample Information
Sample Taken Date7/8/2016 Sample Unique Key15
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 testing7/11/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedFabricator
First name of sampler or witnessed byPete Last name of sampler or witnessed byEtcheverry
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)14990-1
Material/Compound/Elastomer IDNA Samples Representing1
Description (size)3.5in x 14in x 20in CommentsUnknown
Description (Number of Shims)7 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2016-07-08-15
DIME Test ID: 2016-07-08-15-2
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: 2016-07-22
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 07/20/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.071 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:3202.2 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.08 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:3250 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.076 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:3210.5 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3210.5 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 07/22/2016