Summary for Test 2025-04-04-19-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 212861 DEA: 101H2804 EFIS: 1017000190 |
|---|---|
| DIST-CO-RTE-PM | 10-STA-5-10.7/25.5 |
| Award Date | 02/06/2024 |
| Closeout Date | Not set |
| Work Description | BRIDGE DECK OVERLAY WITH POLYESTER CONCRETE, REPLACE APPROACH SLABS & JOINT SEALS IN STANISLAUS COUNTY ON STATE ROUTE 5 FROM FINK ROAD UC TO KHALSA ROAD UC. |
| Location Description | STANISLAUS AND MERCED COUNTIES. |
| QA Service Level | 1 (Verified on 03/23/2020) |
Sample Information
| Sample Taken Date | 04/04/2025 | Sample Unique Key | 19 |
|---|---|---|---|
| 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 | 04/04/2025 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 10 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 | 000155KBP | Linked DIME Sample ID | 000155KBP |
| 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) | AZ5C00384S |
|---|---|---|---|
| Batch number | AZ5C00384S | Mix number | AZ5C00384S |
Test Details
DIME Sample ID: 2025-04-04-19
DIME Test ID: 2025-04-04-19-4
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-06-18
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 06/12/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.518 in
Sample 1 Thickness: 0.256 in
Sample 1 Area: 0.1326 in^2
Sample 1 Ultimate Strength Actual: 338 lbs
Sample 1 percent elongation: 55 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.513 in
Sample 2 Thickness: 0.245 in
Sample 2 Area: 0.1257 in^2
Sample 2 Ultimate Strength Actual: 343 lbs
Sample 2 percent elongation: 58 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.514 in
Sample 3 Thickness: 0.269 in
Sample 3 Area: 0.1383 in^2
Sample 3 Ultimate Strength Actual: 364 lbs
Sample 3 percent elongation: 52 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.515 in
Sample 4 Thickness: 0.246 in
Sample 4 Area: 0.1267 in^2
Sample 4 Ultimate Strength Actual: 347 lbs
Sample 4 percent elongation: 58 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.516 in
Sample 5 Thickness: 0.248 in
Sample 5 Area: 0.128 in^2
Sample 5 Ultimate Strength Actual: 344 lbs
Sample 5 percent elongation: 56 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.513 in
Sample 6 Thickness: 0.234 in
Sample 6 Area: 0.12 in^2
Sample 6 Ultimate Strength Actual: 339 lbs
Sample 6 percent elongation: 58 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2549 psi
Sample 2 Ultimate strength : 2728.7 psi
Sample 3 Ultimate strength: 2632 psi
Sample 4 Ultimate strength: 2738.8 psi
Sample 5 Ultimate strength: 2687.5 psi
Sample 6 Ultimate strength : 2825 psi
Ultimate Strength Average: 2694 psi
Percent Elongation Average: 56 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/18/2025 ✔
