Summary for Test 2026-04-22-35-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1001218 DEA: 010M9604 EFIS: 0123000106 |
|---|---|
| DIST-CO-RTE-PM | 01-MEN-101,271-Var |
| Award Date | 06/23/2025 |
| Closeout Date | Not set |
| Work Description | POLYESTER CONCRETE OVERLAY, HMA, & COLD PLANE AC PAVEMENT. |
| Location Description | MENDOCINO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/05/2025) |
Sample Information
| Sample Taken Date | 04/22/2026 | Sample Unique Key | 35 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/24/2026 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 35 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 | Quality Control Manager |
| Telephone number of sampler | 925-913-9199 | Laboratory sample identification | 26-016 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 212KBP | 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) | AZ6D00632T |
|---|---|---|---|
| Batch Number | AZ6D00632T | Mix number | AZ6D00632T |
Test Details
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DIME Sample ID: 2026-04-22-35
DIME Test ID: 2026-04-22-35-4
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-06-01
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 05/28/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.504 in
Sample 1 Thickness: 0.24 in
Sample 1 Area: 0.121 in^2
Sample 1 Ultimate Strength Actual: 350 lbs
Sample 1 percent elongation: 60 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.514 in
Sample 2 Thickness: 0.22 in
Sample 2 Area: 0.1131 in^2
Sample 2 Ultimate Strength Actual: 326 lbs
Sample 2 percent elongation: 63 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.513 in
Sample 3 Thickness: 0.249 in
Sample 3 Area: 0.1277 in^2
Sample 3 Ultimate Strength Actual: 361 lbs
Sample 3 percent elongation: 59 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.517 in
Sample 4 Thickness: 0.237 in
Sample 4 Area: 0.1225 in^2
Sample 4 Ultimate Strength Actual: 363 lbs
Sample 4 percent elongation: 62 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.507 in
Sample 5 Thickness: 0.225 in
Sample 5 Area: 0.1141 in^2
Sample 5 Ultimate Strength Actual: 324 lbs
Sample 5 percent elongation: 60 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.503 in
Sample 6 Thickness: 0.235 in
Sample 6 Area: 0.1182 in^2
Sample 6 Ultimate Strength Actual: 350 lbs
Sample 6 percent elongation: 61 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2892.6 psi
Sample 2 Ultimate strength : 2882.4 psi
Sample 3 Ultimate strength: 2826.9 psi
Sample 4 Ultimate strength: 2963.3 psi
Sample 5 Ultimate strength: 2839.6 psi
Sample 6 Ultimate strength : 2961.1 psi
Ultimate Strength Average: 2894 psi
Percent Elongation Average: 61 %
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Test was verified on 6/1/2026 ✔