Summary for Test 2023-05-17-3-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 05/17/2023 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/17/2023 | Sample type | Quality Assurance |
| A brief description of the sample | polyester | The quantity of what the sample constitutes | 1 Quart Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | spencer |
| Last name of sampler or witnessed by | adams | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Concrete lab | |
| 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 | Polyester | Mfg. Lot Number(s) | 123456789 |
|---|---|---|---|
| Batch Number | 123456789 | Mix number | 123456789 |
Test Details
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DIME Sample ID: 2023-05-17-3
DIME Test ID: 2023-05-17-3-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-05-17
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/17/2023
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.491 in
Sample 1 Thickness: 0.263 in
Sample 1 Area: 0.1291 in^2
Sample 1 Ultimate Strength Actual: 397 lbs
Sample 1 percent elongation: 58.5 %
Sample 1 Time: 4 MM:SS
Sample 2 Width: 0.492 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1269 in^2
Sample 2 Ultimate Strength Actual: 397.1 lbs
Sample 2 percent elongation: 527.1 %
Sample 2 Time: 4 MM:SS
Sample 3 Width: 0.222 in
Sample 3 Thickness: 0.111 in
Sample 3 Area: 0.0246 in^2
Sample 3 Ultimate Strength Actual: 333 lbs
Sample 3 percent elongation: 33 %
Sample 3 Time: 1 MM:SS
Sample 4 Width: 111 in
Sample 4 Thickness: 222 in
Sample 4 Area: 24642 in^2
Sample 4 Ultimate Strength Actual: 222 lbs
Sample 4 percent elongation: 22 %
Sample 4 Time: 1 MM:SS
Sample 5 Width: 222 in
Sample 5 Thickness: 0.111 in
Sample 5 Area: 24.642 in^2
Sample 5 Ultimate Strength Actual: 333 lbs
Sample 5 percent elongation: 22 %
Sample 5 Time: 1 MM:SS
Sample 6 Width: 0.333 in
Sample 6 Thickness: 0.333 in
Sample 6 Area: 0.1109 in^2
Sample 6 Ultimate Strength Actual: 222 lbs
Sample 6 percent elongation: 55 %
Sample 6 Time: 1 MM:SS
Sample 1 Ultimate strength: 3075.1 psi
Sample 2 Ultimate strength : 3129.2 psi
Sample 3 Ultimate strength: 13536.6 psi
Sample 4 Ultimate strength: 0 psi
Sample 5 Ultimate strength: 13.5 psi
Sample 6 Ultimate strength : 2001.8 psi
Ultimate Strength Average: 3626 psi
Percent Elongation Average: 120 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/17/2023 ✔