Test 2016-09-07-6-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210734
DEA: 043G4574
EFIS: 0412000057
DIST-CO-RTE-PM04-CC,MRN,SF-580,580,80-580PM6.1/7.8,0.0/2.6,80PM5.7/7.7
Work DescriptionREPLACE JOINT SEALS, CONSTRUCT APPROACH SLAB, REPAIR DECK DRAINS
Location DescriptionIN CONTRA COSTA, MARIN, AND SAN FRANCISCO COUNTIES ON THE SANFRANCISCO-OAKLAND BAY BRIDGE ANDRICHMOND -SAN RAFAEL BRIDGE
Sample Information
Sample Taken Date9/7/2016 Sample Unique Key6
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 testing9/22/2016
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedManufacturer
First name of sampler or witnessed byDavid Last name of sampler or witnessed bySimon
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameD S Brown Transportation Laboratory (TL) NumberNA
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)C1609-6071-24
Material/Compound/Elastomer IDNA Samples Representing83
Description (size).5in x 6in x 6in CommentsUnknown
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)D S Brown
Batch NumberNA
Test Details
DIME Sample ID: 2016-09-07-6
DIME Test ID: 2016-09-07-6-2
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: 2016-09-29
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 09/22/2016
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.078 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2410.3 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.075 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2446.8 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.073 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2404.4 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2410.3 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 09/29/2016