Summary for Test 2024-11-04-113-7
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: 2024-11-04-113-7
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: 2026-06-04
Test Results
Number of specimens: 5
Specimen Preparation method: PMLC
Input Type: Measured
Tester's full name: James Brewster
Date of test: 11/14/2025
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| CT 320 Reheat 2 hours at compaction temperature | ||||||||
| CT 320 20 hours at 100C | ||||||||
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 6.6 % | 6.7 % | 6.5 % | 6.7 % | 6.7 % | 6.6 % | 0.1 | 2 % | |
| 62.0 mm | 62.0 mm | 62.0 mm | 61.9 mm | 62.0 mm | 62 mm | |||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150 mm | |||
| 2.8 mm | 3.2 mm | 2.2 mm | 2.4 mm | 2.4 mm | 2.6 mm | 0.4 | 15 % | |
| 18.1 kN | 17.1 kN | 19.5 kN | 18.7 kN | 19.0 kN | 18.5 Joules | 0.9 | 5 % | |
| 5008334 N/m | 4464645 N/m | 5319801 N/m | 6707267 N/m | 5476322 N/m | 5395270 N/m | 829063 | 15 % | |
| 9512 Joules/m^2 | 8426 Joules/m^2 | 8442 Joules/m^2 | 7108 Joules/m^2 | 8535 Joules/m^2 | 8405 Joules/m^2 | 855 | 10 % | |
| 88.5 Joules | 78.4 Joules | 78.5 Joules | 66.1 Joules | 79.4 Joules | 78.2 Joules | 8 | 10 % | |
| 54.2 | 55.8 | 36.3 | 24.3 | 38.7 | 42 | 13 | 31 % | |
| 180.1 psi | 170.3 psi | 193.6 psi | 185.7 psi | 188.5 psi | 183.6 psi | 8.9 | 5 % | |
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Test was verified on 6/4/2026 ✔