Test 2021-06-15-6-2 (ASTM D412-06a-re13) Summary

Project Information
Project IdentifiersProject ID: 214795
DEA: 030H3424
EFIS: 0317000153
DIST-CO-RTE-PM03-SAC-99-22.6
Work DescriptionREPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
Sample Information
Sample Taken Date6/15/2021 Sample Unique Key6
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 testing6/16/2021
Sample typeQuality Assurance A brief description of the samplePlain Bearing Pad
The quantity of what the sample constitutes1 From where was the sample collectedJob Site
First name of sampler or witnessed byRyan Last name of sampler or witnessed byParr
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameWarco Transportation Laboratory (TL) NumberC725807
Inspector Lot Number from the Transportation Laboratory (TL) FormB373-065-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM1 - Elastomeric Bearing Pad Mfg. Lot Number(s)12821
Material/Compound/Elastomer IDna Samples Representing1
Description (size)48"x.5"x30ft Comments
Description (Number of Shims)0 Type of Bearing PadPlain
Description (Thickness of Shims)NA Manufacturer(s)Warco Biltrite
Batch Numberna
Test Details
DIME Sample ID: 2021-06-15-6
DIME Test ID: 2021-06-15-6-2
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: 2021-06-16
Test Results

Input Type: Calculated
Tester's full name: spaine
Date of test: 06/16/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness:0.119
Sample 1 Thickness all Within 0.003 inch?:Yes
Sample 1 Ultimate Tensile:2289.25 lbf/in^2
Sample 1 Elongation (350% Min):Pass
Sample 2 Median Thickness:0.118
Sample 2 Thickness all Within 0.003 inch?:Yes
Sample 2 Ultimate Tensile:2213.04 lbf/in^2
Sample 2 Elongation (350% Min):Pass
Sample 3 Median Thickness:0.117
Sample 3 Thickness all Within 0.003 inch?:Yes
Sample 3 Ultimate Tensile:2219.06 lbf/in^2
Sample 3 Elongation (350% Min):Pass
Sample 4 Median Thickness:0.113
Sample 4 Thickness all Within 0.003 inch?:Yes
Sample 4 Ultimate Tensile:2225.58 lbf/in^2
Sample 4 Elongation (350% Min):Pass
Sample 5 Median Thickness:0.114
Sample 5 Thickness all Within 0.003 inch?:Yes
Sample 5 Ultimate Tensile:2241.51 lbf/in^2
Sample 5 Elongation (350% Min):Pass
Median of the Ultimate Tensile Values:2225.6 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 1

Source: Bluehill Data Point File
Test graph for Sample 4

Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 5

Test was verified on 06/16/2021