Test 2018-05-01-5-5 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 212247
DEA: 010G8004
EFIS: 0117000061
MINOR: 01A1727
DIST-CO-RTE-PM01-MEN-1-78.0/83.5
Work DescriptionMajor Damage Restoration
Location DescriptionIn Mendocino County near West port from 0.3 mile south of Wages Creek Bridge #10-137 to Solider Point Viaduct #10-271
Sample Information
Sample Taken Date5/1/2018 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 testing5/2/2018
Sample typeQuality Assurance A brief description of the sampleBearing Pad
The quantity of what the sample constitutes4 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) 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)16732-1
Material/Compound/Elastomer IDNA Samples Representing4
Description (size)2.88" x 12" x 20" 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: 2018-05-01-5
DIME Test ID: 2018-05-01-5-5
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: 2018-05-17
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 05/09/2018
UTM: 11KIP
Humidity: 50 %
Temperature: 72 F
Sample 1 Median Thickness:0.064 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2425 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.064 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2456.3 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:2411.4 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2425 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 05/10/2018