Summary for Test 2024-11-04-113-3
Test performed: ASTM D8225-19Project Information
| Project Identifiers | Project ID: 66665 DEA: BMD EFIS: BMD |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for submitting Balanced Mix Design (BMD) data for hot mix asphalt. UCPRC is collecting BMD data from the test track built for accelerated pavement testing |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 11/04/2024 | Sample Unique Key | 113 |
|---|---|---|---|
| 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 | 11/14/2025 |
| Sample type | Informational | A brief description of the sample | High Sand – BMD TT4 – 0.75 SP High Sand Surface |
| The quantity of what the sample constitutes | 48 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Brewster |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | George Reed - Clements Plant | 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 | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 02501 |
| Binder content (%) | 4.5 | Virgin binder PG | PG 58-22 |
| Design binder PG | PG 64-16 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | N/A |
Test Details
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DIME Sample ID: 2024-11-04-113
DIME Test ID: 2024-11-04-113-3
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt Laboratory
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: 2026-05-13
Test Results
Number of specimens: 5
Specimen Preparation method: PMLC
Input Type: Measured
Tester's full name: James Brewster
Date of test: 11/20/2025
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| None | ||||||||
| None | ||||||||
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 7.2 % | 7.3 % | 6.8 % | 6.7 % | 7.0 % | 7 % | 0.3 | 4 % | |
| 61.9 mm | 61.9 mm | 62.0 mm | 62.0 mm | 62.0 mm | 62 mm | |||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150 mm | |||
| 2.4 mm | 2.5 mm | 2.7 mm | 2.4 mm | 2.7 mm | 2.5 mm | 0.2 | 8 % | |
| 16.9 kN | 18.5 kN | 19.3 kN | 18.8 kN | 18.7 kN | 18.4 Joules | 0.9 | 5 % | |
| 4919873 N/m | 5289650 N/m | 4961344 N/m | 4379530 N/m | 6419206 N/m | 5193920 N/m | 758768 | 15 % | |
| 8323 Joules/m^2 | 8691 Joules/m^2 | 10041 Joules/m^2 | 10213 Joules/m^2 | 8733 Joules/m^2 | 9200 Joules/m^2 | 863 | 9 % | |
| 77.4 Joules | 80.8 Joules | 93.4 Joules | 95 Joules | 81.2 Joules | 85.6 Joules | 8 | 9 % | |
| 44.2 | 41.5 | 55.7 | 61.0 | 35.5 | 48 | 11 | 23 % | |
| 168.3 psi | 184.1 psi | 191.7 psi | 187.1 psi | 185.7 psi | 183.4 psi | 8.9 | 5 % | |
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Test was verified on 5/13/2026 ✔