Summary for Test 2026-09-02-61-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1002474 DEA: 043Y5804 EFIS: 0423000263 |
|---|---|
| DIST-CO-RTE-PM | 04-CC-580-0/R5.1 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | CONSTRUCTION ON STATE HIGHWAY IN CONTRA COSTA COUNTY IN RICHMOND AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF CENTRAL AVENUE OVERCROSSING TO CASTRO STREET UNDERCROSSING |
| Location Description | Route 580 |
| QA Service Level | 1 (Verified on 09/11/2026) |
Sample Information
| Sample Taken Date | 09/02/2026 | Sample Unique Key | 61 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/15/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 10 Tankers |
| 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 Manager |
| Telephone number of sampler | 9259139199 | Laboratory sample identification | 26-033 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 226KBP | 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) | AZ6H01272S |
|---|---|---|---|
| Batch Number | AZ6H01272S | Mix number | AZ6H01272S |
Test Details
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DIME Sample ID: 2026-09-02-61
DIME Test ID: 2026-09-02-61-4
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-10-02
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 10/01/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.503 in
Sample 1 Thickness: 0.24 in
Sample 1 Area: 0.1207 in^2
Sample 1 Ultimate Strength Actual: 339 lbs
Sample 1 percent elongation: 56 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.502 in
Sample 2 Thickness: 0.239 in
Sample 2 Area: 0.12 in^2
Sample 2 Ultimate Strength Actual: 331 lbs
Sample 2 percent elongation: 57 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.501 in
Sample 3 Thickness: 0.242 in
Sample 3 Area: 0.1212 in^2
Sample 3 Ultimate Strength Actual: 339 lbs
Sample 3 percent elongation: 54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.5 in
Sample 4 Thickness: 0.239 in
Sample 4 Area: 0.1195 in^2
Sample 4 Ultimate Strength Actual: 335 lbs
Sample 4 percent elongation: 55 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.51 in
Sample 5 Thickness: 0.255 in
Sample 5 Area: 0.1301 in^2
Sample 5 Ultimate Strength Actual: 349 lbs
Sample 5 percent elongation: 56 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.511 in
Sample 6 Thickness: 0.26 in
Sample 6 Area: 0.1329 in^2
Sample 6 Ultimate Strength Actual: 354 lbs
Sample 6 percent elongation: 54 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2808.6 psi
Sample 2 Ultimate strength : 2758.3 psi
Sample 3 Ultimate strength: 2797 psi
Sample 4 Ultimate strength: 2803.3 psi
Sample 5 Ultimate strength: 2682.6 psi
Sample 6 Ultimate strength : 2663.7 psi
Ultimate Strength Average: 2752 psi
Percent Elongation Average: 55 %
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Test was verified on 10/2/2026 ✔