Summary for Test 2023-04-14-39-2
Test performed: ASTM D412-16r21Project Information
| Project Identifiers | Project ID: 212571 DEA: 051F79A4 EFIS: 0514000061 |
|---|---|
| DIST-CO-RTE-PM | 05-SB-101-55.9/R56.2 |
| Award Date | 09/13/2022 |
| Closeout Date | 07/02/2026 |
| Work Description | Nojoqui Creek Bridge (51-0018 L/R) widening and rail replacement. |
| Location Description | IN SANTA BARBARA COUNTY NEAR BUELLTON AT NOJOQUI CREEK BRIDGE (BR #51-0018 L/R) |
| QA Service Level | 1 (Verified on 02/20/2020) |
Sample Information
| Sample Taken Date | 04/14/2023 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/17/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Bearing Pad | The quantity of what the sample constitutes | 15 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Krishnamoorthy |
| 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 | ||
| Bid Item | Not set |
Material Information
| Material Type | SMTL TM1 - Elastomeric Bearing Pad | Mfg. Lot Number(s) | 2527-6 |
|---|---|---|---|
| Material/Compound/Elastomer ID | NA | Samples Representing | 15 |
| Description (size) | .5" x 12" x 12" | Comments | |
| Description (Number of Shims) | 0 | Type of Bearing Pad | Plain |
| Description (Thickness of Shims) | NA | Manufacturer(s) | Bridge Rubber Bearing |
| Batch Number | 132252 |
Test Details
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DIME Sample ID: 2023-04-14-39
DIME Test ID: 2023-04-14-39-2
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: 2023-05-11
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: aauvinen
Date of test: 04/28/2023
UTM: 2kip
Humidity: 50.00 %
Temperature: 72 F
Sample 1 Median Thickness: 0.074
Sample 1 Thickness all Within 0.003 inch?: Yes
Sample 1 Ultimate Tensile: 2462.54 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: 2491.47 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.076
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2819.06 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2491.5 lbf/in^2
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Bluehill Data Point FileTest graph for Sample 3
Source: Bluehill Data Point File
Test graph for Sample 2
Source: Bluehill Data Point File
Test graph for Sample 1
Test was verified on 5/11/2023 ✔