Test 2017-02-07-3-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 211595
DEA: 060H6424
EFIS: 0614000266
DIST-CO-RTE-PM06-KER-99-49.6
Work DescriptionCONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE.
Location DescriptionKERN COUNTY IN MCFARLAND AT KERN AVENUE PEDESTRIAN OVERCROSSING
Sample Information
Sample Taken Date2/7/2017 Sample Unique Key3
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 testing2/10/2017
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 byCorey Last name of sampler or witnessed byNishioku
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)15478-1
Material/Compound/Elastomer IDNA Samples Representing5
Description (size)1" x 10" x 10" CommentsUnknown
Description (Number of Shims)2 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Scougal Rubber
Batch NumberNA
Test Details
DIME Sample ID: 2017-02-07-3
DIME Test ID: 2017-02-07-3-2
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: 2017-03-02
Test Results

Input Type: Calculated
Tester's full name: Brian
Date of test: 02/16/2017
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:3006.1 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.067 in
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:3095.2 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.068 in
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2823.5 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3006.1 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 02/23/2017