Summary for Test 2025-05-08-54-4
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 995085 DEA: 07322904 EFIS: 0716000059 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-27-0.0/18.6 |
| Award Date | 11/06/2023 |
| Closeout Date | Not set |
| Work Description | REMOVE EXISTING AC PAVEMENT & HMA OVERLAY. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES FROM ROUTE 1 TO DEVONSHIRE STREET |
| QA Service Level | 1 (Verified on 09/11/2023) |
Sample Information
| Sample Taken Date | 05/08/2025 | Sample Unique Key | 54 |
|---|---|---|---|
| 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 | 05/13/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" RHMA G SP .5% LAS |
| The quantity of what the sample constitutes | 24 BX RHMA 4 QT PG64-16 4 QT RBR BLND 2 QT LAS 1 QT EXT OIL 1 CN HN 1 CN CRM RBR 4 BG CMB AG | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | CHRISTIAN | Last name of sampler or witnessed by | GONZALEZ |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0290G-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Sun Valley | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 326120M SVA VLO | |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
DIME Sample ID: 2025-05-08-54
DIME Test ID: 2025-05-08-54-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2025-06-02
Test Results
Input Type: Calculated
Tester's full name: Elias Hamel
Date of test: 06/02/2025
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 15000
Impression at specified number of passes average: 0.25 mm
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 5.54 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 5 mm
Stripping Inflection Point (Wheel A): 10498
Stripping Inflection Point (Wheel B): 11266
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2025 ✔
