Summary for Test 2024-03-26-50-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994907 DEA: 120T1204 EFIS: 1222000004 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA,-57-12.3 |
| Award Date | 08/05/2023 |
| Closeout Date | 09/20/2024 |
| Work Description | DECK SPALL REPAIR AND POLYESTER CONCRETE OVERLAY. |
| Location Description | ORANGE COUNTY IN ANAHEIM AT STADIUM OVERHEAD |
| QA Service Level | 1 (Verified on 07/07/2023) |
Sample Information
| Sample Taken Date | 03/26/2024 | Sample Unique Key | 50 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/27/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 | 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 | 17076245467 | Laboratory sample identification | 000050KBP |
| Linked DIME Sample ID | 000050KBP | 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) | AZ4C00366 |
|---|---|---|---|
| Batch Number | AZ4C00366 | Mix number | AZ4C00366 |
Test Details
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DIME Sample ID: 2024-03-26-50
DIME Test ID: 2024-03-26-50-3
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: 5
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: 0.484 in
Sample 1 Thickness: 0.26 in
Sample 1 Area: 0.1258 in^2
Sample 1 Ultimate Strength Actual: 364 lbs
Sample 1 percent elongation: 60.99 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.483 in
Sample 2 Thickness: 0.25 in
Sample 2 Area: 0.1208 in^2
Sample 2 Ultimate Strength Actual: 360 lbs
Sample 2 percent elongation: 61.63 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.483 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.129 in^2
Sample 3 Ultimate Strength Actual: 389.967 lbs
Sample 3 percent elongation: 64.91 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.259 in
Sample 4 Area: 0.1251 in^2
Sample 4 Ultimate Strength Actual: 372.67 lbs
Sample 4 percent elongation: 62 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.268 in
Sample 5 Area: 0.1294 in^2
Sample 5 Ultimate Strength Actual: 378 lbs
Sample 5 percent elongation: 61.44 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 2893.5 psi
Sample 2 Ultimate strength : 2980.1 psi
Sample 3 Ultimate strength: 3023 psi
Sample 4 Ultimate strength: 2979 psi
Sample 5 Ultimate strength: 2921.2 psi
Ultimate Strength Average: 2959 psi
Percent Elongation Average: 62 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results
Test was verified on 5/13/2024 ✔