Summary for Test 2024-11-06-103-6
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 | 11/06/2024 | 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2024-11-06-103
DIME Test ID: 2024-11-06-103-6
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: 2026-06-04
Test Results
Number of specimens: 5
Specimen Preparation method: PMLC
Input Type: Measured
Tester's full name: James Brewster
Date of test: 04/30/2026
| 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 | ||||||||
| 6.8 % | 7.1 % | 6.6 % | 6.8 % | 6.7 % | 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 | |||
| 59.6 mm | 71.1 mm | 65.0 mm | 63.1 mm | 62.1 mm | 64.2 mm | 4.3 | 7 % | |
| 21.3 kN | 20.0 kN | 19.4 kN | 20.6 kN | 20.7 kN | 20.4 Joules | 0.7 | 3 % | |
| 5949283 N/m | 5124245 N/m | 4743872 N/m | 5595336 N/m | 5584632 N/m | 5399470 N/m | 469175 | 9 % | |
| 9435 Joules/m^2 | 10886 Joules/m^2 | 9322 Joules/m^2 | 10746 Joules/m^2 | 9288 Joules/m^2 | 9935 Joules/m^2 | 807 | 8 % | |
| 87.7 Joules | 101.2 Joules | 86.7 Joules | 99.9 Joules | 86.4 Joules | 92.4 Joules | 7.5 | 8 % | |
| 37.9 | 61.0 | 53.7 | 48.9 | 41.3 | 49 | 9 | 18 % | |
| 211.5 psi | 198.9 psi | 192.6 psi | 204.7 psi | 205.7 psi | 202.7 psi | 7.2 | 4 % | |
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/4/2026 ✔