Summary for Test 2023-08-02-51-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994399 DEA: 09378704 EFIS: 0919000001 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-55.5/58.2 |
| Award Date | 12/22/2022 |
| Closeout Date | 12/22/2023 |
| Work Description | PARTIAL DEPTH RECYCLE AND HMA (TYPE A). |
| Location Description | MONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167 |
| QA Service Level | 1 (Verified on 07/31/2023) |
Sample Information
| Sample Taken Date | 08/02/2023 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/03/2023 | Sample type | Department Acceptance |
| A brief description of the sample | 3/4" HMA | The quantity of what the sample constitutes | 16 boxes for (8000 - 10000) tons |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jeffery |
| Last name of sampler or witnessed by | Puente | Title of sampler | QA |
| Telephone number of sampler | 6614400636 | Laboratory sample identification | HMA-15 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Lee Vining | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | Hwy 395 / Cemetery Rd | |
| 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: 2023-08-02-51
DIME Test ID: 2023-08-02-51-6
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: 2023-08-10
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/08/2023
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: 4.13 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): 4.03 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 4.22 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): HMA-15
Test was verified on 8/10/2023 ✔