Summary for Test 2022-07-21-70-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 993869 DEA: 061E1904 EFIS: 0621000224 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,TUL-41,137,168-Var |
| Award Date | 07/21/2022 |
| Closeout Date | 02/26/2024 |
| Work Description | BRIDGE DECK SURFACING AND POLYESTER CONCRETE OVERLAY. |
| Location Description | FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/06/2022) |
Sample Information
| Sample Taken Date | 07/21/2022 | Sample Unique Key | 70 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 07/22/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| The quantity of what the sample constitutes | 14 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 | 943757 | Linked DIME Sample ID | 943757 |
| 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 |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1420682 |
|---|---|---|---|
| Batch number | 1420682 | Mix number | 1420682 |
Test Details
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DIME Sample ID: 2022-07-21-70
DIME Test ID: 2022-07-21-70-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2023-03-29
Test Results
Number of specimens tested: 5
Input Type: Measured
Tester's full name: Kelly Potterf
Date of test: 07/29/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.488 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1225 in^2
Sample 1 Ultimate Strength Actual: 456.6 lbs
Sample 1 percent elongation: 67.47 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.487 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1256 in^2
Sample 2 Ultimate Strength Actual: 450 lbs
Sample 2 percent elongation: 61.59 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.257 in
Sample 3 Area: 0.1252 in^2
Sample 3 Ultimate Strength Actual: 455.4 lbs
Sample 3 percent elongation: 64.85 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.484 in
Sample 4 Thickness: 0.25 in
Sample 4 Area: 0.121 in^2
Sample 4 Ultimate Strength Actual: 440.8 lbs
Sample 4 percent elongation: 63.9 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.259 in
Sample 5 Area: 0.1264 in^2
Sample 5 Ultimate Strength Actual: 458.1 lbs
Sample 5 percent elongation: 64.16 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 3727.3 psi
Sample 2 Ultimate strength : 3582.8 psi
Sample 3 Ultimate strength: 3637.4 psi
Sample 4 Ultimate strength: 3643 psi
Sample 5 Ultimate strength: 3624.2 psi
Ultimate Strength Average: 3643 psi
Percent Elongation Average: 64 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results.
Test was verified on 3/29/2023 ✔