Summary for Test 2026-09-25-44-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1001088 DEA: 040Q1204 EFIS: 0418000045 |
|---|---|
| DIST-CO-RTE-PM | 04-SF-280-7.5/7.5 |
| Award Date | 03/05/2026 |
| Closeout Date | Not set |
| Work Description | Polyester Concrete Overlay, RHMA Paving, CMS, and Pedestrian Over-crossing project in San Francisco |
| Location Description | Route 280 |
| QA Service Level | 1 (Verified on 03/21/2025) |
Sample Information
| Sample Taken Date | 09/25/2026 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/05/2026 | Sample type | Quality Control |
| 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 | (925) 913-9199 | Laboratory sample identification | 26-039 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 232KBP | 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) | AZ6I01404S |
|---|---|---|---|
| Batch Number | AZ6I01404S | Mix number | AZ6I01404S |
Test Details
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DIME Sample ID: 2026-09-25-44
DIME Test ID: 2026-09-25-44-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-10-15
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 10/07/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.483 in
Sample 1 Thickness: 0.249 in
Sample 1 Area: 0.1203 in^2
Sample 1 Ultimate Strength Actual: 337 lbs
Sample 1 percent elongation: 59 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.253 in
Sample 2 Area: 0.1222 in^2
Sample 2 Ultimate Strength Actual: 333 lbs
Sample 2 percent elongation: 57 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.253 in
Sample 3 Area: 0.1219 in^2
Sample 3 Ultimate Strength Actual: 324 lbs
Sample 3 percent elongation: 54 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.1208 in^2
Sample 4 Ultimate Strength Actual: 336 lbs
Sample 4 percent elongation: 60 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.482 in
Sample 5 Thickness: 0.257 in
Sample 5 Area: 0.1239 in^2
Sample 5 Ultimate Strength Actual: 352 lbs
Sample 5 percent elongation: 62 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.254 in
Sample 6 Area: 0.1227 in^2
Sample 6 Ultimate Strength Actual: 342 lbs
Sample 6 percent elongation: 59 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2801.3 psi
Sample 2 Ultimate strength : 2725 psi
Sample 3 Ultimate strength: 2657.9 psi
Sample 4 Ultimate strength: 2781.5 psi
Sample 5 Ultimate strength: 2841 psi
Sample 6 Ultimate strength : 2787.3 psi
Ultimate Strength Average: 2766 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 10/15/2026 ✔