Summary for Test 2024-11-05-91-6
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 | 11/05/2024 | 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: 2024-11-05-91-6
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: 04/20/2026
| 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 | ||||||||
| 7.2 % | 6.9 % | 6.5 % | 6.7 % | 6.8 % | 6.8 % | 0.3 | 4 % | |
| 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 | |||
| 64.9 mm | 59.6 mm | 60.4 mm | 58.3 mm | 54.8 mm | 59.6 mm | 3.7 | 6 % | |
| 19.4 kN | 20.1 kN | 20.9 kN | 21.3 kN | 22.0 kN | 20.7 Joules | 1 | 5 % | |
| 5699847 N/m | 5422835 N/m | 5388202 N/m | 6003221 N/m | 5828406 N/m | 5668500 N/m | 263396 | 5 % | |
| 9653 Joules/m^2 | 8983 Joules/m^2 | 10068 Joules/m^2 | 9638 Joules/m^2 | 9980 Joules/m^2 | 9664 Joules/m^2 | 427 | 4 % | |
| 89.8 Joules | 83.5 Joules | 93.6 Joules | 89.6 Joules | 92.8 Joules | 89.9 Joules | 4 | 4 % | |
| 44.7 | 41.1 | 46.7 | 38.0 | 39.2 | 42 | 4 | 10 % | |
| 192.3 psi | 199.3 psi | 207.7 psi | 211.5 psi | 218.9 psi | 205.9 psi | 10.4 | 5 % | |
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Test was verified on 6/16/2026 ✔