Summary for Test 2025-06-04-37-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000402 DEA: 11430384 EFIS: 1118000114 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-805-23.7/28.5 |
| Award Date | 10/09/2024 |
| Closeout Date | Not set |
| Work Description | REPLACE DRAINAGE, CONCRETE PAVEMENT, AND MODIFY ELECTRICAL SYSTEMS. |
| Location Description | SAN DIEGO COUNTY IN SAN DIEGO FROM 0.1 MILE NORTH OF ROUTE 805/52 SEPARATION TO ROUTE 5/805 SEPARATION |
| QA Service Level | 1 (Verified on 11/18/2024) |
Sample Information
| Sample Taken Date | 06/04/2025 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/05/2025 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 80 drums |
| 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 | 7076245467 | Laboratory sample identification | 25-019 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 164KBP | 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) | AZ5E00648D |
|---|---|---|---|
| Batch Number | AZ5E00648D | Mix number | AZ5E00648D |
Test Details
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DIME Sample ID: 2025-06-04-37
DIME Test ID: 2025-06-04-37-3
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-07-24
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 07/17/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.508 in
Sample 1 Thickness: 0.227 in
Sample 1 Area: 0.1153 in^2
Sample 1 Ultimate Strength Actual: 297 lbs
Sample 1 percent elongation: 52 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.509 in
Sample 2 Thickness: 0.243 in
Sample 2 Area: 0.1237 in^2
Sample 2 Ultimate Strength Actual: 315 lbs
Sample 2 percent elongation: 51 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.509 in
Sample 3 Thickness: 0.227 in
Sample 3 Area: 0.1155 in^2
Sample 3 Ultimate Strength Actual: 300 lbs
Sample 3 percent elongation: 49 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.515 in
Sample 4 Thickness: 0.235 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 318 lbs
Sample 4 percent elongation: 53 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.512 in
Sample 5 Thickness: 0.234 in
Sample 5 Area: 0.1198 in^2
Sample 5 Ultimate Strength Actual: 304 lbs
Sample 5 percent elongation: 50 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 2575.9 psi
Sample 2 Ultimate strength : 2546.5 psi
Sample 3 Ultimate strength: 2597.4 psi
Sample 4 Ultimate strength: 2628.1 psi
Sample 5 Ultimate strength: 2537.6 psi
Ultimate Strength Average: 2577 psi
Percent Elongation Average: 51 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/24/2025 ✔