Summary for Test 2024-11-06-103-2
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 | 11/06/2024 | Sample Unique Key | 103 |
|---|---|---|---|
| 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 TT1- 0.75 SP 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 | 025-004 | 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 | 025004 |
| Binder content (%) | 4.5 | 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: 2024-11-06-103
DIME Test ID: 2024-11-06-103-2
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: 2026-06-04
Test Results
Number of specimens: 5
Specimen Preparation method: PMLC
Input Type: Measured
Tester's full name: James Brewster
Date of test: 04/29/2026
| 1 | 2 | 3 | 4 | 5 | Average | Standard Deviation | Coefficient of Variability | |
|---|---|---|---|---|---|---|---|---|
| None | ||||||||
| None | ||||||||
| 25 C | ||||||||
| Condition Chamber | ||||||||
| 7.0 % | 7.0 % | 6.6 % | 6.6 % | 6.6 % | 6.8 % | 0.2 | 3 % | |
| 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 | |||
| 72.2 mm | 71.0 mm | 65.8 mm | 65.5 mm | 73.7 mm | 69.6 mm | 3.8 | 5 % | |
| 15.8 kN | 16.5 kN | 17.5 kN | 17.5 kN | 18.0 kN | 17.1 Joules | 0.9 | 5 % | |
| 2865934 N/m | 3388590 N/m | 3909074 N/m | 4116698 N/m | 4238389 N/m | 3703740 N/m | 570040 | 15 % | |
| 9272 Joules/m^2 | 10157 Joules/m^2 | 9397 Joules/m^2 | 8837 Joules/m^2 | 9565 Joules/m^2 | 9446 Joules/m^2 | 480 | 5 % | |
| 86.2 Joules | 94.5 Joules | 87.4 Joules | 82.2 Joules | 89 Joules | 87.9 Joules | 4.5 | 5 % | |
| 104.7 | 94.9 | 66.2 | 58.6 | 68.5 | 79 | 20 | 25 % | |
| 157.3 psi | 163.9 psi | 173.5 psi | 173.3 psi | 178.8 psi | 169.4 psi | 8.6 | 5 % | |
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Test was verified on 6/4/2026 ✔