Summary for Test 2024-11-07-83-2
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 | 11/07/2024 | 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: 2024-11-07-83-2
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: 02/12/2026
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| None | ||||||||
| None | ||||||||
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 7.0 % | 6.8 % | 7.3 % | 7.0 % | 6.9 % | 7 % | 0.2 | 3 % | |
| 62.0 mm | 61.9 mm | 62.0 mm | 61.9 mm | 61.9 mm | 61.9 mm | |||
| 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150.0 mm | 150 mm | |||
| 4.0 mm | 3.2 mm | 4.2 mm | 4.5 mm | 3.9 mm | 4 mm | 0.5 | 13 % | |
| 11.5 kN | 11.4 kN | 10.6 kN | 12.4 kN | 12.5 kN | 11.7 Joules | 0.8 | 7 % | |
| 1570327 N/m | 1460368 N/m | 1683043 N/m | 1552484 N/m | 2073564 N/m | 1667960 N/m | 240158 | 14 % | |
| 10279 Joules/m^2 | 9709 Joules/m^2 | 9102 Joules/m^2 | 10881 Joules/m^2 | 10132 Joules/m^2 | 10021 Joules/m^2 | 663 | 7 % | |
| 95.6 Joules | 90.3 Joules | 84.7 Joules | 101.2 Joules | 94.2 Joules | 93.2 Joules | 6.2 | 7 % | |
| 317.1 | 274.7 | 254.6 | 329.9 | 215.3 | 278 | 47 | 17 % | |
| 113.9 psi | 112.8 psi | 104.8 psi | 122.8 psi | 124.3 psi | 115.7 psi | 8 | 7 % | |
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Test was verified on 6/16/2026 ✔