Test 2018-04-09-4-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 212731
DEA: 07318004
EFIS: 0715000280
DIST-CO-RTE-PM07-LA-10-22.3/28.2
Work DescriptionTREAT BRIDGE DECK, CLOSURE POUR AND REPLACE JOINT SEALS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM FREMONT AVENUE UNDERCROSSING TO RIO HONDO62
Sample Information
Sample Taken Date4/9/2018 Sample Unique Key4
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 testing4/10/2018
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) 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)16714-1
Material/Compound/Elastomer ID2 527 Samples Representing4
Description (size)2.5"x12"x24" CommentsUnknown
Description (Number of Shims)5 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch Number0
Test Details
DIME Sample ID: 2018-04-09-4
DIME Test ID: 2018-04-09-4-2
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: 2018-04-20
Test Results

Input Type: Calculated
Tester's full name: Randy
Date of test: 04/11/2018
UTM: 11KIP
Humidity: 50 %
Temperature: no data
Sample 1 Median Thickness:0.074 in
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2297.3 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.071 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2736 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.075 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2505.3 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2505.3 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 04/13/2018