Summary for Test 2024-06-20-103-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000235 DEA: 030N3804 EFIS: 0324000097 |
|---|---|
| DIST-CO-RTE-PM | 03-NEV-80-131 |
| Award Date | 10/18/2023 |
| Closeout Date | 03/20/2025 |
| Work Description | Rutting Damage Restpration |
| Location Description | Hwy 80 |
| QA Service Level | 1 (Verified on 05/08/2024) |
Sample Information
| Sample Taken Date | 06/20/2024 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 | 06/21/2024 |
| Sample type | Quality Control | A brief description of the sample | 2 pints 204,CHP,8020 |
| 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 | 000079KBP | Linked DIME Sample ID | 000079KBP |
| 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) | AZ4F00896 |
|---|---|---|---|
| Batch number | AZ4F00896 | Mix number | AZ4F00896 |
Test Details
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DIME Sample ID: 2024-06-20-103
DIME Test ID: 2024-06-20-103-3
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2024-07-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Linda Bergstrom
Date of test: 06/26/2024
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.489 in
Sample 1 Thickness: 0.265 in
Sample 1 Area: 0.1296 in^2
Sample 1 Ultimate Strength Actual: 1041.21 lbs
Sample 1 percent elongation: 29.6 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.488 in
Sample 2 Thickness: 0.259 in
Sample 2 Area: 0.1264 in^2
Sample 2 Ultimate Strength Actual: 1029.65 lbs
Sample 2 percent elongation: 10.6 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.487 in
Sample 3 Thickness: 0.265 in
Sample 3 Area: 0.1291 in^2
Sample 3 Ultimate Strength Actual: 1044.03 lbs
Sample 3 percent elongation: 23 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.488 in
Sample 4 Thickness: 0.261 in
Sample 4 Area: 0.1274 in^2
Sample 4 Ultimate Strength Actual: 1031.05 lbs
Sample 4 percent elongation: 31.7 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.488 in
Sample 5 Thickness: 0.272 in
Sample 5 Area: 0.1327 in^2
Sample 5 Ultimate Strength Actual: 1069.3 lbs
Sample 5 percent elongation: 20.6 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.488 in
Sample 6 Thickness: 0.266 in
Sample 6 Area: 0.1298 in^2
Sample 6 Ultimate Strength Actual: 1045.48 lbs
Sample 6 percent elongation: 17.5 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 8034 psi
Sample 2 Ultimate strength : 8146 psi
Sample 3 Ultimate strength: 8087 psi
Sample 4 Ultimate strength: 8093 psi
Sample 5 Ultimate strength: 8058 psi
Sample 6 Ultimate strength : 8054.6 psi
Ultimate Strength Average: 8079 psi
Percent Elongation Average: 22 %
General comments (publicly viewable) (Max 1000 characters): Accepted vendor's results
Test was verified on 7/23/2024 ✔