Summary for Test 2024-08-19-48-3
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 | 08/19/2024 | Sample Unique Key | 48 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/21/2024 | 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 | 000113KBP |
| Linked DIME Sample ID | 000113KBP | 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) | AZ4H01223 |
|---|---|---|---|
| Batch Number | AZ4H01223 | Mix number | AZ4H01223 |
Test Details
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DIME Sample ID: 2024-08-19-48
DIME Test ID: 2024-08-19-48-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-09-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 08/23/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.486 in
Sample 1 Thickness: 0.259 in
Sample 1 Area: 0.1259 in^2
Sample 1 Ultimate Strength Actual: 379.337 lbs
Sample 1 percent elongation: 71.3 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.484 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1239 in^2
Sample 2 Ultimate Strength Actual: 376.904 lbs
Sample 2 percent elongation: 72.1 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.484 in
Sample 3 Thickness: 0.267 in
Sample 3 Area: 0.1292 in^2
Sample 3 Ultimate Strength Actual: 370.675 lbs
Sample 3 percent elongation: 66.8 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.483 in
Sample 4 Thickness: 0.269 in
Sample 4 Area: 0.1299 in^2
Sample 4 Ultimate Strength Actual: 390.739 lbs
Sample 4 percent elongation: 72.3 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.483 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1251 in^2
Sample 5 Ultimate Strength Actual: 389.561 lbs
Sample 5 percent elongation: 74.1 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.483 in
Sample 6 Thickness: 0.273 in
Sample 6 Area: 0.1319 in^2
Sample 6 Ultimate Strength Actual: 394.249 lbs
Sample 6 percent elongation: 71.3 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 3013 psi
Sample 2 Ultimate strength : 3042 psi
Sample 3 Ultimate strength: 2869 psi
Sample 4 Ultimate strength: 3008 psi
Sample 5 Ultimate strength: 3114 psi
Sample 6 Ultimate strength : 2989 psi
Ultimate Strength Average: 3006 psi
Percent Elongation Average: 71 %
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 9/23/2024 ✔