Summary for Test 2026-09-22-5-7
Test performed: ASTM D8225-19Project Information
| Project Identifiers | Project ID: 99999 DEA: 0322222 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
| QA Service Level | (Verified on 04/05/2013) |
Sample Information
| Sample Taken Date | 09/22/2026 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Informational |
| A brief description of the sample | half inch HMA sample | The quantity of what the sample constitutes | 200 |
| 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 | Not set | Laboratory sample identification | 440576256 |
| Linked DIME Sample ID | Not set | The fabricator/manufacturer/facility name | Stonemont Solutions |
| Transportation Laboratory (TL) Number | Not set | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Not set | Structure name | Not set |
| 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 | 2 | HMA Mix Number | S25AC6231 |
| Binder content (%) | 2.4 | Virgin binder PG | PG 70-10 |
| Design binder PG | Binder Supplier | Valero | |
| RAP content (%) | 14 | WMA Additives | |
| Antistrip type |
Test Details
DIME Sample ID: 2026-09-22-5
DIME Test ID: 2026-09-22-5-7
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: 2026-09-22
Test Results
Number of specimens: 4
Specimen Preparation method: PMLC
Input Type: Calculated
Tester's full name: John Doe
Date of test: 09/22/2026
| 1 | 2 | 3 | 4 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|
| 1 | 2 | 3 | 4 | ||||
| None | |||||||
| CT 320 20 hours at 100C | |||||||
| 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 % | |
| 12.8 kN | 12.8 kN | 11.4 kN | 12.0 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 | 7557 Joules/m^2 | 447 | 0 % | |
| 68.4 Joules | 79.8 Joules | 67.4 Joules | 68.5 Joules | 70.8 Joules | 5.871 | 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 % | |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2026 ✔
