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 | Not set |
| 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 |
|---|---|---|---|
| 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 | 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
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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 ✔