Summary for Test 2025-02-05-15-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 994309 DEA: 033H5404 EFIS: 0318000012 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-70-46.0/47.0 |
| Award Date | 02/10/2023 |
| Closeout Date | 07/31/2026 |
| Work Description | RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL. |
| Location Description | BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 02/05/2025 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/06/2025 | Sample type | Quality Control |
| A brief description of the sample | 1 gallon can / PPC 1121 RESIN | The quantity of what the sample constitutes | 17 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 | 7076245467 | Laboratory sample identification | 000150KBP |
| Linked DIME Sample ID | 000150KBP | 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) | AZ5A00120T |
|---|---|---|---|
| Batch Number | AZ5A00120T | Mix number | AZ5A00120T |
Test Details
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2025-02-05-15
DIME Test ID: 2025-02-05-15-3
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-04-23
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 04/21/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.518 in
Sample 1 Thickness: 0.244 in
Sample 1 Area: 0.1264 in^2
Sample 1 Ultimate Strength Actual: 358 lbs
Sample 1 percent elongation: 63 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.515 in
Sample 2 Thickness: 0.258 in
Sample 2 Area: 0.1329 in^2
Sample 2 Ultimate Strength Actual: 371 lbs
Sample 2 percent elongation: 62 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.513 in
Sample 3 Thickness: 0.259 in
Sample 3 Area: 0.1329 in^2
Sample 3 Ultimate Strength Actual: 357 lbs
Sample 3 percent elongation: 60 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.512 in
Sample 4 Thickness: 0.243 in
Sample 4 Area: 0.1244 in^2
Sample 4 Ultimate Strength Actual: 361 lbs
Sample 4 percent elongation: 65 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.506 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.126 in^2
Sample 5 Ultimate Strength Actual: 346 lbs
Sample 5 percent elongation: 59 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.509 in
Sample 6 Thickness: 0.243 in
Sample 6 Area: 0.1237 in^2
Sample 6 Ultimate Strength Actual: 352 lbs
Sample 6 percent elongation: 59.4 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2832.3 psi
Sample 2 Ultimate strength : 2791.6 psi
Sample 3 Ultimate strength: 2686.2 psi
Sample 4 Ultimate strength: 2901.9 psi
Sample 5 Ultimate strength: 2746 psi
Sample 6 Ultimate strength : 2845.6 psi
Ultimate Strength Average: 2801 psi
Percent Elongation Average: 61 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2025 ✔