Summary for Test 2025-03-06-11-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R134.0/R156.5 |
| Award Date | 06/22/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB |
| Location Description | RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 03/06/2025 | Sample Unique Key | 11 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/10/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA A SP R24 1.0% LSM | The quantity of what the sample constitutes | 24 BX HMA 1 QT PG58-34M 2 BG EA VGN AG 1 BG EA LT AG 2 BG CF 2 BG RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | ALBERTO |
| Last name of sampler or witnessed by | GONZALEZ | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0157A-25 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Fisher Sand and Gravel | |
| 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 | |
| Sublot number | HMA Mix Number | CA125MA | |
| 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: 2025-03-06-11
DIME Test ID: 2025-03-06-11-5
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: Juan Abarca
Date of test: 03/21/2025
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: no data
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): 2.12
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 2.3
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2.52 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.88 mm
Stripping Inflection Point (Wheel A): 2.50
Stripping Inflection Point (Wheel B): 2.45
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2025 ✔