Summary for Test 2025-05-16-2-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | 05/29/2026 |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 05/16/2025 | Sample Unique Key | 2 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/16/2025 | Sample type | Acceptance |
| A brief description of the sample | 1/2" HMA-A PG 64-28M R15 | The quantity of what the sample constitutes | 4 boxes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Colton |
| Last name of sampler or witnessed by | Carrington | Title of sampler | TET |
| Telephone number of sampler | 7608748279 | Laboratory sample identification | HMA-F33 |
| 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | ||
| 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: 2025-05-16-2
DIME Test ID: 2025-05-16-2-6
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: 2025-05-20
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 05/20/2025
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): 2.85 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.71 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): HMA-F33
Test was verified on 5/20/2025 ✔