Summary for Test 2026-01-28-29-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000269 DEA: 070W6604 EFIS: 0722000360 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-47,110,405,605-Var |
| Award Date | 06/25/2024 |
| Closeout Date | Not set |
| Work Description | METHACRYLATE, POLYESTER OVERLAY AND JOINT SEALS. |
| Location Description | LOS ANGELES COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 08/27/2024) |
Sample Information
| Sample Taken Date | 01/28/2026 | Sample Unique Key | 29 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/29/2026 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 33 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 | 26-0058 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 197KBP | 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) | AZ6A00103T |
|---|---|---|---|
| Batch Number | AZ6A00103T | Mix number | AZ6A00103T |
Test Details
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DIME Sample ID: 2026-01-28-29
DIME Test ID: 2026-01-28-29-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2026-02-26
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 02/04/2026
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.262 in
Sample 1 Area: 0.1268 in^2
Sample 1 Ultimate Strength Actual: 419 lbs
Sample 1 percent elongation: 75.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.266 in
Sample 2 Area: 0.1287 in^2
Sample 2 Ultimate Strength Actual: 384 lbs
Sample 2 percent elongation: 65.5 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1244 in^2
Sample 3 Ultimate Strength Actual: 396 lbs
Sample 3 percent elongation: 71.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.269 in
Sample 4 Area: 0.1302 in^2
Sample 4 Ultimate Strength Actual: 434 lbs
Sample 4 percent elongation: 76.6 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.261 in
Sample 5 Area: 0.1263 in^2
Sample 5 Ultimate Strength Actual: 405 lbs
Sample 5 percent elongation: 73.3 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.485 in
Sample 6 Thickness: 0.256 in
Sample 6 Area: 0.1242 in^2
Sample 6 Ultimate Strength Actual: 428 lbs
Sample 6 percent elongation: 78.1 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3304.4 psi
Sample 2 Ultimate strength : 2983.7 psi
Sample 3 Ultimate strength: 3183.3 psi
Sample 4 Ultimate strength: 3333.3 psi
Sample 5 Ultimate strength: 3206.7 psi
Sample 6 Ultimate strength : 3446.1 psi
Ultimate Strength Average: 3243 psi
Percent Elongation Average: 73 %
General comments (publicly viewable) (Max 1000 characters): Accepted based on supplier's results
Test was verified on 2/26/2026 ✔