Summary for Test 2021-06-15-6-4

Test performed: ASTM D412-06a-re13

Project Information

Project IdentifiersProject ID: 214795
DEA: 030H3424
EFIS: 0317000153
DIST-CO-RTE-PM03-SAC-99-22.6
Award Date11/13/2020
Closeout Date03/03/2022
Work DescriptionREPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER.
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING
QA Service Level1 (Verified on 03/12/2020)

Sample Information

Sample Taken Date06/15/2021 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 testing06/16/2021
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 Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
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: 2021-06-15-6-4
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


Number of specimens tested: 5
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: bewing
Date of test: 06/16/2021
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.073
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2344.12 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.073
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2106.94 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.065
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2132.71 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Sample 4 Median Thickness: 0.066
Sample 4 Thickness all Within 0.003 inch?: Yes
Sample 4 Ultimate Tensile: 2228.17 lbf/in^2
Sample 4 Elongation (350% Min): Pass
Sample 5 Median Thickness: 0.062
Sample 5 Thickness all Within 0.003 inch?: Yes
Sample 5 Ultimate Tensile: 2188.71 lbf/in^2
Sample 5 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2188.7 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point File
Test graph for Sample 1

Source: Bluehill Data Point File
Test graph for Sample 5

Source: Bluehill Data Point File
Test graph for Sample 4

Source: Bluehill Data Point File
Test graph for Sample 3

Source: Bluehill Data Point File
Test graph for Sample 2

Test was verified on 6/16/2021