Summary for Test 2025-05-20-4-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1000369 DEA: 09378804 EFIS: 0919000002 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-R9.8/R12.6 |
| Award Date | 08/29/2024 |
| Closeout Date | Not set |
| Work Description | PLACE HMA AND ASPHALT BASE, RECYCLE PAVEMENT AND MODIFY ELECTRICAL. |
| Location Description | MONO COUNTY NEAR TOM\\\\'S PLACE FROM 0.5 MILE NORTH OF LOWER ROCK CREEK ROAD TO 1.3 MILES SOUTH OF SOUTH LANDING OVERCROSSING |
| QA Service Level | 1 (Verified on 09/02/2024) |
Sample Information
| Sample Taken Date | 05/20/2025 | Sample Unique Key | 4 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/20/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA-A-SP PG58-34M R15 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Josh | Last name of sampler or witnessed by | Hubbart |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 4589 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Granite 5 Bridges Plant | Transportation Laboratory (TL) Number | PSU-01 HMA |
| 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 (%) | 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: 2025-05-20-4
DIME Test ID: 2025-05-20-4-6
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: 2025-05-21
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): 3.51 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.59 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): PSU-01 HMA
Test was verified on 5/21/2025 ✔