Summary for Test 2021-06-15-6-4
Test performed: ASTM D412-06a-re13Project Information
Project Identifiers | Project ID: 214795 DEA: 030H3424 EFIS: 0317000153 |
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DIST-CO-RTE-PM | 03-SAC-99-22.6 |
Award Date | 11/13/2020 |
Closeout Date | 03/03/2022 |
Work Description | REPLACE BRIDGE DECK WITH PRESTRESSED CONCRETE BOX GIRDER. |
Location Description | SACRAMENTO COUNTY IN SACRAMENTO AT 21ST AVENUE UNDERCROSSING |
QA Service Level | 1 (Verified on 03/12/2020) |
Sample Information
Sample Taken Date | 06/15/2021 | Sample Unique Key | 6 |
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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 testing | 06/16/2021 |
Sample type | Quality Assurance | A brief description of the sample | Plain Bearing Pad |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Ryan | Last name of sampler or witnessed by | Parr |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Warco | Transportation Laboratory (TL) Number | C725807 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | B373-065-21 | Structure unique identifier | |
Structure name |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 12821 |
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Material/Compound/Elastomer ID | na | Samples Representing | 1 |
Description (size) | 48"x.5"x30ft | Comments | |
Description (Number of Shims) | 0 | Type of Bearing Pad | Plain |
Description (Thickness of Shims) | NA | Manufacturer(s) | Warco Biltrite |
Batch Number | na |
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 FileTest 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 ✔