Summary for Test 2024-03-29-37-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994799 DEA: 044Q2504 EFIS: 0419000364 |
|---|---|
| DIST-CO-RTE-PM | 04-ALA-238,262,580,680-VAR |
| Award Date | 06/16/2023 |
| Closeout Date | 03/16/2026 |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, AND REPLACE JOINT SEAL. |
| Location Description | ALAMEDA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
| Sample Taken Date | 03/29/2024 | Sample Unique Key | 37 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/01/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 | The quantity of what the sample constitutes | 36 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 | 17076245467 | Laboratory sample identification | 000051KBP |
| Linked DIME Sample ID | 000051KBP | 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) | AZ4C00418T |
|---|---|---|---|
| Batch Number | AZ4C00418T | Mix number | AZ4C00418T |
Test Details
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DIME Sample ID: 2024-03-29-37
DIME Test ID: 2024-03-29-37-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-05-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 04/03/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.481 in
Sample 1 Thickness: 0.273 in
Sample 1 Area: 0.1313 in^2
Sample 1 Ultimate Strength Actual: 383 lbs
Sample 1 percent elongation: 55.7 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.481 in
Sample 2 Thickness: 0.27 in
Sample 2 Area: 0.1299 in^2
Sample 2 Ultimate Strength Actual: 417.6 lbs
Sample 2 percent elongation: 64 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.482 in
Sample 3 Thickness: 0.27 in
Sample 3 Area: 0.1301 in^2
Sample 3 Ultimate Strength Actual: 404 lbs
Sample 3 percent elongation: 55.669 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.481 in
Sample 4 Thickness: 0.266 in
Sample 4 Area: 0.1279 in^2
Sample 4 Ultimate Strength Actual: 427 lbs
Sample 4 percent elongation: 65 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.48 in
Sample 5 Thickness: 0.264 in
Sample 5 Area: 0.1267 in^2
Sample 5 Ultimate Strength Actual: 422 lbs
Sample 5 percent elongation: 65 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.481 in
Sample 6 Thickness: 0.26 in
Sample 6 Area: 0.1251 in^2
Sample 6 Ultimate Strength Actual: 399 lbs
Sample 6 percent elongation: 58 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2917 psi
Sample 2 Ultimate strength : 3214.8 psi
Sample 3 Ultimate strength: 3105.3 psi
Sample 4 Ultimate strength: 3338.5 psi
Sample 5 Ultimate strength: 3330.7 psi
Sample 6 Ultimate strength : 3189.4 psi
Ultimate Strength Average: 3183 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results
Test was verified on 5/13/2024 ✔