Summary for Test 2022-04-15-34-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215621 DEA: 010J8704 EFIS: 0119000117 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101,271-VAR |
| Award Date | 05/14/2021 |
| Closeout Date | 10/20/2022 |
| Work Description | PLACE HMA, POLYESTER CONCRETE OVERLAY AND COLD PLANE. |
| Location Description | MENDOCINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
| Sample Taken Date | 04/15/2022 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/15/2022 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can | The quantity of what the sample constitutes | 36 Totes |
| From where was the sample collected | Source | First name of sampler or witnessed by | Gilberto |
| Last name of sampler or witnessed by | Gonzalez | Title of sampler | QC Technician |
| Telephone number of sampler | 7076245467 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | |
| Transportation Laboratory (TL) Number | 943108 | 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) | 1401762 |
|---|---|---|---|
| Batch Number | 1401762 | Mix number | 1401762 |
Test Details
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DIME Sample ID: 2022-04-15-34
DIME Test ID: 2022-04-15-34-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-05-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Ryan Crawford
Date of test: 05/10/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.478 in
Sample 1 Thickness: 0.246 in
Sample 1 Area: 0.1176 in^2
Sample 1 Ultimate Strength Actual: 380 lbs
Sample 1 percent elongation: 44 %
Sample 1 Time: 2 MM:SS
Sample 2 Width: 0.478 in
Sample 2 Thickness: 0.254 in
Sample 2 Area: 0.1214 in^2
Sample 2 Ultimate Strength Actual: 403 lbs
Sample 2 percent elongation: 40 %
Sample 2 Time: 2 MM:SS
Sample 3 Width: 0.478 in
Sample 3 Thickness: 0.248 in
Sample 3 Area: 0.1185 in^2
Sample 3 Ultimate Strength Actual: 386 lbs
Sample 3 percent elongation: 43 %
Sample 3 Time: 2 MM:SS
Sample 4 Width: 0.478 in
Sample 4 Thickness: 0.253 in
Sample 4 Area: 0.1209 in^2
Sample 4 Ultimate Strength Actual: 385 lbs
Sample 4 percent elongation: 37 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.479 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1221 in^2
Sample 5 Ultimate Strength Actual: 416 lbs
Sample 5 percent elongation: 49 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.478 in
Sample 6 Thickness: 0.25 in
Sample 6 Area: 0.1195 in^2
Sample 6 Ultimate Strength Actual: 387 lbs
Sample 6 percent elongation: 44 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3231.3 psi
Sample 2 Ultimate strength : 3319.6 psi
Sample 3 Ultimate strength: 3257.4 psi
Sample 4 Ultimate strength: 3184.4 psi
Sample 5 Ultimate strength: 3407 psi
Sample 6 Ultimate strength : 3238.5 psi
Ultimate Strength Average: 3273 psi
Percent Elongation Average: 43 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2022 ✔