Summary for Test 2024-08-26-55-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000060 DEA: 040Y8404 EFIS: 0422000348 |
|---|---|
| DIST-CO-RTE-PM | 04-SCL-17,85,87,101,280,etc.-Var |
| Award Date | 04/04/2024 |
| Closeout Date | Not set |
| Work Description | PLACE POLYESTER CONCRETE OVERLAY, TREAT BRIDGE DECK WITH METHACRYLATE. |
| Location Description | SANTA CLARA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 08/26/2024 | Sample Unique Key | 55 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/27/2024 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 2 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 | 000114KBP |
| Linked DIME Sample ID | 000114KBP | 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) | AZ4H01254 |
|---|---|---|---|
| Batch Number | AZ4H01254 | Mix number | AZ4H01254 |
Test Details
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DIME Sample ID: 2024-08-26-55
DIME Test ID: 2024-08-26-55-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-10-04
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/29/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.485 in
Sample 1 Thickness: 0.269 in
Sample 1 Area: 0.1305 in^2
Sample 1 Ultimate Strength Actual: 366.3 lbs
Sample 1 percent elongation: 60.5 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.485 in
Sample 2 Thickness: 0.275 in
Sample 2 Area: 0.1334 in^2
Sample 2 Ultimate Strength Actual: 378.6 lbs
Sample 2 percent elongation: 63.2 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.274 in
Sample 3 Area: 0.1326 in^2
Sample 3 Ultimate Strength Actual: 375.5 lbs
Sample 3 percent elongation: 63.2 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.267 in
Sample 4 Area: 0.1292 in^2
Sample 4 Ultimate Strength Actual: 366.8 lbs
Sample 4 percent elongation: 62.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.484 in
Sample 5 Thickness: 0.26 in
Sample 5 Area: 0.1258 in^2
Sample 5 Ultimate Strength Actual: 364.1 lbs
Sample 5 percent elongation: 64.5 %
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: 362.5 lbs
Sample 6 percent elongation: 65.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2806.9 psi
Sample 2 Ultimate strength : 2838.1 psi
Sample 3 Ultimate strength: 2831.8 psi
Sample 4 Ultimate strength: 2839 psi
Sample 5 Ultimate strength: 2894.3 psi
Sample 6 Ultimate strength : 2918.7 psi
Ultimate Strength Average: 2855 psi
Percent Elongation Average: 63 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 10/4/2024 ✔