Summary for Test 2025-02-24-12-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1000216 DEA: 081G6304 EFIS: 0816000043 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-111-47.2/55.3 |
| Award Date | 09/05/2024 |
| Closeout Date | 01/21/2026 |
| Work Description | RHMA-G, REPLACE AC SURFACING, AND COLD PLANE AC PVMT. |
| Location Description | RIVERSIDE COUNTY IN PALM SPRINGS FROM GOLF CLUB DRIVE TO WEST GATEWAY DRIVE |
| QA Service Level | 1 (Verified on 05/15/2024) |
Sample Information
| Sample Taken Date | 02/24/2025 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/26/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" RHMA G SP .50% LAS | The quantity of what the sample constitutes | 22 BX RHMA 2 BG CMB AG 1 BG HN 1 BG RC 4 QT PG64-165 QT RBR BLND 2 QT RFX |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | TONY |
| Last name of sampler or witnessed by | PRICE | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0142G-25 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Desert Hot Springs | |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 1556 | |
| 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
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DIME Sample ID: 2025-02-24-12
DIME Test ID: 2025-02-24-12-5
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: 2025-03-21
Test Results
Input Type: Calculated
Tester's full name: Vince Onoh
Date of test: 02/24/2025
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: no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2.51 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3 mm
Stripping Inflection Point (Wheel A): 2.51
Stripping Inflection Point (Wheel B): 3.00
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2025 ✔