Test 2018-01-15-5-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 210886
DEA: 050F7004
EFIS: 0500000049
DIST-CO-RTE-PM05-MON-68-R17.4/R18.0
Work DescriptionWIDENING BRIDGE
Location DescriptionIN MONTEREY COUNTY ON ROUTE 68 NEARSALINAS FROM 0.2 MILE EAST OFRESERVATION ROAD UNDERCROSSING TO SPRECKELS BOULEVARD UNDERCROSSING
Sample Information
Sample Taken Date1/15/2018 Sample Unique Key5
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 testing1/18/2018
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 byPete Last name of sampler or witnessed byEtcheverry
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameScougal Rubber 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)16445-1
Material/Compound/Elastomer IDNA Samples Representing2
Description (size)3" x 12" x 12" CommentsUnknown
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2018-01-15-5
DIME Test ID: 2018-01-15-5-2
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: 2018-01-29
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 01/19/2018
UTM: 2KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.065 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2515.3 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.065 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2331.3 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.063 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2468.4 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2468.4 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 01/22/2018