Summary for Test 2022-02-08-56-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 215577 DEA: 060Y6904 EFIS: 0619000207 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,TUL-41,99,168,180,198-Var |
| Award Date | 05/19/2021 |
| Closeout Date | 10/24/2022 |
| Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE DECK. |
| Location Description | FRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/22/2021) |
Sample Information
| Sample Taken Date | 02/08/2022 | Sample Unique Key | 56 |
|---|---|---|---|
| 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 | 02/09/2022 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can |
| 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 | QC Technician | Telephone number of sampler | 7076245467 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | 943106 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Polyester | Mfg. Lot Number(s) | 1386664 |
|---|---|---|---|
| Batch number | 1386664 | Mix number | 1386664 |
Test Details
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DIME Sample ID: 2022-02-08-56
DIME Test ID: 2022-02-08-56-4
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2022-05-13
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/11/2022
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.48 in
Sample 1 Thickness: 0.247 in
Sample 1 Area: 0.1186 in^2
Sample 1 Ultimate Strength Actual: 382 lbs
Sample 1 percent elongation: 49 %
Sample 1 Time: 3 MM:SS
Sample 2 Width: 0.479 in
Sample 2 Thickness: 0.249 in
Sample 2 Area: 0.1193 in^2
Sample 2 Ultimate Strength Actual: 387 lbs
Sample 2 percent elongation: 54 %
Sample 2 Time: 3 MM:SS
Sample 3 Width: 0.481 in
Sample 3 Thickness: 0.268 in
Sample 3 Area: 0.1289 in^2
Sample 3 Ultimate Strength Actual: 426 lbs
Sample 3 percent elongation: 56 %
Sample 3 Time: 3 MM:SS
Sample 4 Width: 0.48 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1166 in^2
Sample 4 Ultimate Strength Actual: 395 lbs
Sample 4 percent elongation: 41 %
Sample 4 Time: 2 MM:SS
Sample 5 Width: 0.479 in
Sample 5 Thickness: 0.245 in
Sample 5 Area: 0.1174 in^2
Sample 5 Ultimate Strength Actual: 396 lbs
Sample 5 percent elongation: 50 %
Sample 5 Time: 3 MM:SS
Sample 6 Width: 0.479 in
Sample 6 Thickness: 0.255 in
Sample 6 Area: 0.1221 in^2
Sample 6 Ultimate Strength Actual: 419 lbs
Sample 6 percent elongation: 48 %
Sample 6 Time: 3 MM:SS
Sample 1 Ultimate strength: 3220.9 psi
Sample 2 Ultimate strength : 3243.9 psi
Sample 3 Ultimate strength: 3304.9 psi
Sample 4 Ultimate strength: 3387.7 psi
Sample 5 Ultimate strength: 3373.1 psi
Sample 6 Ultimate strength : 3431.6 psi
Ultimate Strength Average: 3327 psi
Percent Elongation Average: 50 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/13/2022 ✔