Test 2021-06-15-6-3 (ASTM D624-00-re12) 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: 2021-06-15-6-3
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D624-00-re12: Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers
Test Release Date: 2021-06-16
Test Results

Number of specimens tested: 3
Input Type: Measured
Tester's full name: spaine
Date of test: 06/16/2021
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.116
Sample 1 Tear Strength: 224.3
Sample 2 Median Thickness: 0.122
Sample 2 Tear Strength: 217.5
Sample 3 Median Thickness: 0.119
Sample 3 Tear Strength: 216.5
UTM:2kip
Median of the Tear Strength Values:217.5 lb/in
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 2

Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 3

Test was verified on 06/16/2021