Summary for Test 2025-07-16-62-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1001056 DEA: 112N2074 EFIS: 1123000286 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-54,805-Var |
| Award Date | 05/23/2025 |
| Closeout Date | Not set |
| Work Description | GRIND BRIDGE DECKS, POLYESTER CONCRETE OVERLAY, REPAIR APPROACH SLABS. |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/30/2025) |
Sample Information
| Sample Taken Date | 07/16/2025 | Sample Unique Key | 62 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/17/2025 | 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 Control Manager |
| Telephone number of sampler | 7076245467 | Laboratory sample identification | 000169KBP |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | Sacramento Caltrans lab | 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) | AZ5G00798S |
|---|---|---|---|
| Batch Number | AZ5G00798S | Mix number | AZ5G00798S |
Test Details
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DIME Sample ID: 2025-07-16-62
DIME Test ID: 2025-07-16-62-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-09-15
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Laura Bird
Date of test: 07/21/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.484 in
Sample 1 Thickness: 0.264 in
Sample 1 Area: 0.1278 in^2
Sample 1 Ultimate Strength Actual: 379 lbs
Sample 1 percent elongation: 72.1 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.266 in
Sample 2 Area: 0.1285 in^2
Sample 2 Ultimate Strength Actual: 362 lbs
Sample 2 percent elongation: 66.8 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.264 in
Sample 3 Area: 0.1278 in^2
Sample 3 Ultimate Strength Actual: 369 lbs
Sample 3 percent elongation: 69.5 %
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: 396 lbs
Sample 4 percent elongation: 74.8 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.271 in
Sample 5 Area: 0.1309 in^2
Sample 5 Ultimate Strength Actual: 377 lbs
Sample 5 percent elongation: 70 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.484 in
Sample 6 Thickness: 0.253 in
Sample 6 Area: 0.1225 in^2
Sample 6 Ultimate Strength Actual: 372 lbs
Sample 6 percent elongation: 73.7 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2965.6 psi
Sample 2 Ultimate strength : 2817.1 psi
Sample 3 Ultimate strength: 2887.3 psi
Sample 4 Ultimate strength: 3041.5 psi
Sample 5 Ultimate strength: 2880.1 psi
Sample 6 Ultimate strength : 3036.7 psi
Ultimate Strength Average: 2938 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted supplier's result.
Test was verified on 9/15/2025 ✔