Summary for Test 2026-07-06-96-5
Test performed: ASTM D8225-19Project Information
| Project Identifiers | DEA: No Project |
|---|---|
| DIST-CO-RTE-PM | --- |
| Award Date | Not set |
| Closeout Date | 11/01/2022 |
| Work Description | Special project identifier for material not associated with a project |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 07/06/2026 | Sample Unique Key | 96 |
|---|---|---|---|
| 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 | 08/12/2026 |
| Sample type | Informational | A brief description of the sample | half inch HMA sample |
| The quantity of what the sample constitutes | 150 | From where was the sample collected | Source |
| First name of sampler or witnessed by | John | Last name of sampler or witnessed by | Doe |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 1360000571 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Stonemont Solutions | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | E78AC4578 |
| Binder content (%) | 3.1 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 14 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-07-06-96
DIME Test ID: 2026-07-06-96-5
Testing Lab: Stonemont Solutions, Incorporated
Test Method: ASTM D8225-19: Standard Test Method For Determination Of Cracking Tolerance Index Of Asphalt Mixture Using The Indirect Tensile Cracking Test At Intermediate Temperature
Test Release Date: 2026-08-12
Test Results
Number of specimens: 4
Specimen Preparation method: PMLC
Input Type: Calculated
Tester's full name: John Doe
Date of test: 07/06/2026
| 1 | 2 | 3 | 4 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | ||||
| None | |||||||
| None | |||||||
| 25 C | |||||||
| Water Bath | |||||||
| 7.1 % | 6.3 % | 7.4 % | 6.8 % | 6.9 % | 0.47 | 0 % | |
| 62.0 mm | 62.2 mm | 62.1 mm | 62.2 mm | 62.1 mm | |||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150 mm | |||
| 4.9 mm | 5.6 mm | 6.7 mm | 6.1 mm | 5.8 mm | 0.8 | 0 % | |
| 12.2 kN | kN | kN | kN | 12.2 kN | 0.68 | 0 % | |
| -3 N/m | -2 N/m | -3 N/m | -3 N/m | -3.2 N/m | 0.4 | 0 % | |
| 7355 Joules/m^2 | 8223 Joules/m^2 | 7231 Joules/m^2 | 7456 Joules/m^2 | 7556.9 Joules/m^2 | 447.2 | 0 % | |
| 68.4 Joules | 76.8 Joules | 67.4 Joules | 68.5 Joules | 70.2 Joules | 4 | 0 % | |
| 73.8 | 113.0 | 86.8 | 95.2 | 91.1 | 16.43 | 0 % | |
| 175.0 psi | 180.0 psi | 185.0 psi | 190.0 psi | 182.5 psi | 6.455 | 0 % | |
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Test was verified on 8/12/2026 ✔