Summary for Test 2022-08-02-35-2
Test performed: ASTM D412-16r21Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/23/2021 |
| Closeout Date | Not set |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 08/02/2022 | Sample Unique Key | 35 |
|---|---|---|---|
| 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 | 08/04/2022 |
| Sample type | Quality Assurance | A brief description of the sample | Bearing Pad |
| The quantity of what the sample constitutes | 1 | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | AMBER | Last name of sampler or witnessed by | Talley |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Scougal Rubber | 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) | 20516-1 |
|---|---|---|---|
| Material/Compound/Elastomer ID | NA | Samples Representing | 1 |
| Description (size) | 6.33x16x16 | Comments | |
| Description (Number of Shims) | 11 | Type of Bearing Pad | Steel |
| Description (Thickness of Shims) | 14 gage | Manufacturer(s) | Scougal Rubber |
| Batch Number | NA |
Test Details
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DIME Sample ID: 2022-08-02-35
DIME Test ID: 2022-08-02-35-2
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: 2022-08-16
Test Results
Number of specimens tested: 3
Unit of the Ultimate Tensile Values: lbf per sqr in
Input Type: Calculated
Tester's full name: rmacias
Date of test: 08/05/2022
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: 2868.03 lbf/in^2
Sample 1 Elongation (350% Min): Pass
Sample 2 Median Thickness: 0.072
Sample 2 Thickness all Within 0.003 inch?: Yes
Sample 2 Ultimate Tensile: 2722.4 lbf/in^2
Sample 2 Elongation (350% Min): Pass
Sample 3 Median Thickness: 0.075
Sample 3 Thickness all Within 0.003 inch?: Yes
Sample 3 Ultimate Tensile: 2857 lbf/in^2
Sample 3 Elongation (350% Min): Pass
Median of the Ultimate Tensile Values: 2857 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 3
Source: Bluehill Data Point File
Test graph for Sample 1
Test was verified on 8/16/2022 ✔