Summary for Test 2024-11-07-83-6
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 | 11/07/2024 | Sample Unique Key | 83 |
|---|---|---|---|
| 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 | 11/08/2024 |
| Sample type | Informational | A brief description of the sample | BMD TT2- 0.75 SP +1.25% AC Surface 25% RAP 58-22 |
| 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 | MREA | Telephone number of sampler | 9169064487 |
| Laboratory sample identification | 025-003 | 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 | 0 |
| Sublot number | 0 | HMA Mix Number | 025003 |
| Binder content (%) | 5.8 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | No |
Test Details
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DIME Sample ID: 2024-11-07-83
DIME Test ID: 2024-11-07-83-6
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: 2026-06-16
Test Results
Number of specimens: 5
Specimen Preparation method: PMLC
Input Type: Measured
Tester's full name: James Brewster
Date of test: 02/27/2026
| 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 | ||||||||
| 7.1 % | 6.8 % | 7.2 % | 6.6 % | 7.1 % | 7 % | 0.3 | 4 % | |
| 61.9 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 | |||
| 72.6 mm | 98.8 mm | 88.2 mm | 113.2 mm | 106.7 mm | 95.9 mm | 16 | 17 % | |
| 8.5 kN | 13.8 kN | 14.5 kN | 13.5 kN | 13.4 kN | 12.7 Joules | 2.4 | 19 % | |
| 1621293 N/m | 1990281 N/m | 2139681 N/m | 2457246 N/m | 2056783 N/m | 2053060 N/m | 300519 | 15 % | |
| 4846 Joules/m^2 | 11312 Joules/m^2 | 11740 Joules/m^2 | 11423 Joules/m^2 | 10478 Joules/m^2 | 9960 Joules/m^2 | 2896 | 29 % | |
| 45.1 Joules | 105.2 Joules | 109.2 Joules | 106.2 Joules | 97.4 Joules | 92.6 Joules | 26.9 | 29 % | |
| 96.0 | 243.1 | 217.0 | 199.1 | 226.7 | 196 | 58 | 30 % | |
| 84.8 psi | 136.9 psi | 144.2 psi | 133.9 psi | 133.2 psi | 126.6 psi | 23.8 | 19 % | |
General comments (publicly viewable) (Max 1000 characters): Material was MTOA Aged
Test was verified on 6/16/2026 ✔