Summary for Test 2026-08-17-33-7
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1000232 DEA: 09392304 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-120,182-Var |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | RECYCLE PAVEMENT, PLACE HMA, AND INSTALL GUARDRAIL. |
| Location Description | MONO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 04/15/2024) |
Sample Information
| Sample Taken Date | 08/17/2026 | Sample Unique Key | 33 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/17/2026 | Sample type | Production Start-Up |
| A brief description of the sample | 1/2 HMA-SP-Type A | The quantity of what the sample constitutes | 750 Tons PSU |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Salvador |
| Last name of sampler or witnessed by | Zepeda | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Construction Lee Vining 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 | 1/2 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: 2026-08-17-33
DIME Test ID: 2026-08-17-33-7
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: 2026-08-18
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/18/2026
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): 4.5 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.91 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): PSU 01
Test was verified on 8/18/2026 ✔