Test 2020-10-13-5-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 214412
DEA: 11410404
EFIS: 1112000095
DIST-CO-RTE-PM11-IMP-8-R36.5/R37.5
Work DescriptionROADWAY, BRIDGE AND PLANT ESTABLISHMENT WORK.
Location DescriptionIMPERIAL COUNTY IN EL CENTRO FROM 0.4 MILE WEST OF IMPERIAL AVENUE OVERCROSSING TO 0.1 MILE EAST OF 8TH STREET OVERCROSSING
Sample Information
Sample Taken Date10/13/2020 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 testing10/19/2020
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 byKayla Last name of sampler or witnessed byWallace
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameDynamic Rubber Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)CR55-025-20
Material/Compound/Elastomer IDna Samples Representing3
Description (size)3.45"x14"x16" Comments
Description (Number of Shims)6 Type of Bearing PadSteel
Description (Thickness of Shims)14 gage Manufacturer(s)Dynamic Rubber
Batch Numberna
Test Details
DIME Sample ID: 2020-10-13-5
DIME Test ID: 2020-10-13-5-2
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: 2020-10-20
Test Results

Input Type: Calculated
Tester's full name: spaine
Date of test: 10/19/2020
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness:0.076
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:3009.98 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.081
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2735.19 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.076
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:3031.31 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:3010 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Test was verified on 10/20/2020