Summary for Test 2025-05-01-61-4
Test performed: ASTM D638-Dec14Project Information
| Project Identifiers | Project ID: 1000900 DEA: 061G1804 EFIS: 0623000159 |
|---|---|
| DIST-CO-RTE-PM | 06-KER-5-Var |
| Award Date | 03/19/2025 |
| Closeout Date | 08/31/2026 |
| Work Description | FURNISH AND PLACE POLYESTER CONCRETE OVERLAY. |
| Location Description | KERN COUNTY AT VARIOUS LOCATIONS FROM GRAPEVINE CREEK BRIDGE TO KERN RIVER FLOOD CANAL BRIDGE |
| QA Service Level | 1 (Verified on 01/22/2025) |
Sample Information
| Sample Taken Date | 05/01/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/05/2025 | 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 | 000159KBP |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | |
| Transportation Laboratory (TL) Number | 25-013 | 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) | AZ5D00507T |
|---|---|---|---|
| Batch Number | AZ5D00507T | Mix number | AZ5D00507T |
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: 2025-05-01-61
DIME Test ID: 2025-05-01-61-4
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: 5
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: 0.512 in
Sample 1 Thickness: 0.254 in
Sample 1 Area: 0.13 in^2
Sample 1 Ultimate Strength Actual: 363 lbs
Sample 1 percent elongation: 62 %
Sample 1 Time: 0 MM:SS
Sample 2 Width: 0.513 in
Sample 2 Thickness: 0.256 in
Sample 2 Area: 0.1313 in^2
Sample 2 Ultimate Strength Actual: 353 lbs
Sample 2 percent elongation: 70 %
Sample 2 Time: 0 MM:SS
Sample 3 Width: 0.513 in
Sample 3 Thickness: 0.256 in
Sample 3 Area: 0.1313 in^2
Sample 3 Ultimate Strength Actual: 360 lbs
Sample 3 percent elongation: 59 %
Sample 3 Time: 0 MM:SS
Sample 4 Width: 0.512 in
Sample 4 Thickness: 0.225 in
Sample 4 Area: 0.1152 in^2
Sample 4 Ultimate Strength Actual: 291 lbs
Sample 4 percent elongation: 52 %
Sample 4 Time: 0 MM:SS
Sample 5 Width: 0.513 in
Sample 5 Thickness: 0.249 in
Sample 5 Area: 0.1277 in^2
Sample 5 Ultimate Strength Actual: 341 lbs
Sample 5 percent elongation: 74 %
Sample 5 Time: 0 MM:SS
Sample 1 Ultimate strength: 2792.3 psi
Sample 2 Ultimate strength : 2688.5 psi
Sample 3 Ultimate strength: 2741.8 psi
Sample 4 Ultimate strength: 2526 psi
Sample 5 Ultimate strength: 2670.3 psi
Ultimate Strength Average: 2684 psi
Percent Elongation Average: 63 %
General comments (publicly viewable) (Max 1000 characters): Average based on 5 samples.
Test was verified on 6/18/2025 ✔