Summary for Test 2025-08-19-19-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1001050 DEA: 09397304 EFIS: 0924000044 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-58-77.2/R138.9 |
| Award Date | 04/28/2025 |
| Closeout Date | 09/25/2025 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A). |
| Location Description | KERN COUNTY FROM 0.3 MILE WEST OF HART FLAT UNDERCROSSING TO 2.6 MILES WEST OF BORON OVERCROSSING |
| QA Service Level | 1 (Verified on 04/09/2025) |
Sample Information
| Sample Taken Date | 08/19/2025 | Sample Unique Key | 19 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 08/19/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA-SP SJR 64-16R25 |
| The quantity of what the sample constitutes | 161 tons from plant | From where was the sample collected | Source |
| First name of sampler or witnessed by | Justin | Last name of sampler or witnessed by | Padua |
| Title of sampler | Inspector | Telephone number of sampler | (760)9378947 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Granite Solari 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 | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-19-19
DIME Test ID: 2025-08-19-19-5
Testing Lab: CT D09 - Bishop Field 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: 2025-08-29
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/22/2025
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: 20 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): 4.35 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 4.77 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): HMA-PSU 1
Test was verified on 8/29/2025 ✔