Summary for Test 2025-01-22-64-3
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000161 DEA: 07348904 EFIS: 0718000152 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-39-20.7 |
| Award Date | 05/08/2024 |
| Closeout Date | 08/20/2025 |
| Work Description | REPLACE BRIDGE RAIL WITH CB & BRIDGE DECK POLYESTER CONCRETE OVERLAY. |
| Location Description | LOS ANGELES COUNTY NEAR GLENDORA AT VAN ORNUM CANYON BRIDGE |
| QA Service Level | 1 (Verified on 03/25/2024) |
Sample Information
| Sample Taken Date | 01/22/2025 | Sample Unique Key | 64 |
|---|---|---|---|
| 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 | 01/24/2025 |
| Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
| The quantity of what the sample constitutes | 34 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 | 000148KBP | Linked DIME Sample ID | 000148KBP |
| 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) | AZ5A00054T |
|---|---|---|---|
| Batch number | AZ5A00054T | Mix number | AZ5A00054T |
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: 2025-01-22-64
DIME Test ID: 2025-01-22-64-3
Testing Lab: Future Labs, LLC
Test Method: ASTM D638-Dec14: Standard Test Method for Tensile Properties of Plastics
Test Release Date: 2025-05-01
Test Results
Number of specimens tested: 6
Input Type: Measured
Tester's full name: Alex Hamilton
Date of test: 04/22/2025
Conditioning procedure: 18/25/50+5/70
Speed of testing: 0.45 in/min
Sample 1 Width: 0.507 in
Sample 1 Thickness: 0.251 in
Sample 1 Area: 0.1273 in^2
Sample 1 Ultimate Strength Actual: 363 lbs
Sample 1 percent elongation: 61 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.511 in
Sample 2 Thickness: 0.255 in
Sample 2 Area: 0.1303 in^2
Sample 2 Ultimate Strength Actual: 374 lbs
Sample 2 percent elongation: 60 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.506 in
Sample 3 Thickness: 0.254 in
Sample 3 Area: 0.1285 in^2
Sample 3 Ultimate Strength Actual: 369 lbs
Sample 3 percent elongation: 59 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.51 in
Sample 4 Thickness: 0.249 in
Sample 4 Area: 0.127 in^2
Sample 4 Ultimate Strength Actual: 366 lbs
Sample 4 percent elongation: 58 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.513 in
Sample 5 Thickness: 0.253 in
Sample 5 Area: 0.1298 in^2
Sample 5 Ultimate Strength Actual: 378 lbs
Sample 5 percent elongation: 60 %
Sample 5 Time: 0 MM:SS
Sample 6 Width: 0.512 in
Sample 6 Thickness: 0.247 in
Sample 6 Area: 0.1265 in^2
Sample 6 Ultimate Strength Actual: 370 lbs
Sample 6 percent elongation: 57 %
Sample 6 Time: 0 MM:SS
Sample 1 Ultimate strength: 2851.5 psi
Sample 2 Ultimate strength : 2870.3 psi
Sample 3 Ultimate strength: 2871.6 psi
Sample 4 Ultimate strength: 2881.9 psi
Sample 5 Ultimate strength: 2912.2 psi
Sample 6 Ultimate strength : 2924.9 psi
Ultimate Strength Average: 2885 psi
Percent Elongation Average: 59 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/1/2025 ✔