Summary for Test 2024-11-05-91-2
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 | 11/05/2024 | Sample Unique Key | 91 |
|---|---|---|---|
| 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 TT3- 0.75 SP +2.5% Rej. 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 (WITNESS) |
| Title of sampler | MREA | Telephone number of sampler | 9169064487 |
| Laboratory sample identification | 025-002 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | George Reed Clements | 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 | TT4 |
| Binder content (%) | 4.6 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 58-22 | Binder Supplier | Valero Benicia |
| RAP content (%) | 25 | WMA Additives | No |
| Antistrip type | N/A |
Test Details
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DIME Sample ID: 2024-11-05-91
DIME Test ID: 2024-11-05-91-2
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: 04/10/2026
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| None | ||||||||
| None | ||||||||
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 6.6 % | 7.4 % | 7.2 % | 6.9 % | 6.5 % | 6.9 % | 0.4 | 6 % | |
| 62.0 mm | 62.0 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 | |||
| 67.1 mm | 67.3 mm | 65.9 mm | 65.6 mm | 65.8 mm | 66.3 mm | 0.8 | 1 % | |
| 13.9 kN | 14.7 kN | 14.5 kN | 16.2 kN | 17.4 kN | 15.3 Joules | 1.4 | 9 % | |
| 2730759 N/m | 3270799 N/m | 2627081 N/m | 3798948 N/m | 4199839 N/m | 3325480 N/m | 676964 | 20 % | |
| 8331 Joules/m^2 | 8502 Joules/m^2 | 8841 Joules/m^2 | 8936 Joules/m^2 | 8854 Joules/m^2 | 8693 Joules/m^2 | 262 | 3 % | |
| 77.5 Joules | 79.1 Joules | 82.2 Joules | 83.1 Joules | 82.3 Joules | 80.8 Joules | 2.4 | 3 % | |
| 91.6 | 77.0 | 105.5 | 70.0 | 58.1 | 80 | 19 | 24 % | |
| 138.5 psi | 146.3 psi | 144.6 psi | 160.4 psi | 173.2 psi | 152.6 psi | 14 | 9 % | |
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Test was verified on 6/16/2026 ✔