Test 2016-07-06-12-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210812
DEA: 041A3404
EFIS: 0412000162
DIST-CO-RTE-PM04-SCL-9-3.6,11.4
Work DescriptionREPLACE EXISTING BRIDGE RAILING.
Location DescriptionIN SANTA CLARA COUNTY IN SARATOGA AND LOS GATOS AT WEST BRANCHSARATOGA CREEK BRIDGE AND ATSARATOGA AVENUE SEPARATION
Sample Information
Sample Taken Date7/6/2016 Sample Unique Key12
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 testing7/20/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedSource
First name of sampler or witnessed byGreg Last name of sampler or witnessed byThompson
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameDynatect Transportation Laboratory (TL) NumberC836002
Inspector Lot Number from the Transportation Laboratory (TL) FormB907116 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)051116
Material/Compound/Elastomer IDNA Samples Representing43
Description (size)1in x 4in x 6in CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynatect
Batch NumberNA
Test Details
DIME Sample ID: 2016-07-06-12
DIME Test ID: 2016-07-06-12-2
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: 2016-08-01
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 07/26/2016
UTM: 2KIP
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:3142.9 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:3257.1 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.071 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:3314.6 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3257.1 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 08/01/2016