Summary for Test 2024-03-27-22-2
Test performed: ASTM D412-16r21Project Information
Project Identifiers | Project ID: 993136 DEA: 120Q3904 EFIS: 1217000003 |
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DIST-CO-RTE-PM | 12-ORA-55-4.7 |
Award Date | 09/20/2021 |
Closeout Date | Not set |
Work Description | RECONSTRUCT REINFORCED STRUCTURAL CONCRETE BRIDGE AND BARRIER. |
Location Description | ORANGE COUNTY IN COSTA MESA AT ROUTE 55/73 CONNECTOR |
QA Service Level | 1 (Verified on 07/27/2021) |
Sample Information
Sample Taken Date | 03/27/2024 | Sample Unique Key | 22 |
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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 | 03/27/2024 |
Sample type | Quality Assurance | A brief description of the sample | elastomeric bearing pad |
The quantity of what the sample constitutes | 1 | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Krishnamporthy | Last name of sampler or witnessed by | Palaniappan |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Bridge Rubber Bearing | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 2527-1 |
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Material/Compound/Elastomer ID | na | Samples Representing | 1 |
Description (size) | 1 | Comments | |
Description (Number of Shims) | 2 | Type of Bearing Pad | Plain |
Description (Thickness of Shims) | NA | Manufacturer(s) | Bridge Rubber Bearing |
Batch Number | 137716 |
Test Details
DIME Sample ID: 2024-03-27-22
DIME Test ID: 2024-03-27-22-2
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM D412-16r21: Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers-Tension
Test Release Date: 2024-04-22
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: lphomphachanh
Date of test: 04/03/2024
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.072
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2468.72 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: 2547.56 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.073
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2512.86 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2512.9 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest 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 4/22/2024 ✔