Summary for Test 2024-09-30-24-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1000253 DEA: 070W4504 EFIS: 0722000060 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-138-50.0/63.7 |
| Award Date | 06/13/2024 |
| Closeout Date | 05/07/2025 |
| Work Description | PLACE HMA (TYPE A) AND COLD PLANE ASPHALT CONCRETE PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR PALMDALE FROM 0.1 MILE SOUTH OF AVENUE S TO 0.1 MILE EAST OF 165TH STREET EAST |
| QA Service Level | 1 (Verified on 09/16/2024) |
Sample Information
| Sample Taken Date | 09/30/2024 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/01/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/8" WMA SP R20 .25% EVO | The quantity of what the sample constitutes | 11 BOXES OF WMA, 2 QTS PG64-16, 1 QT EVO, 1 BAG WASHED FINES, 1 BAG 3/8, 1 BAG RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | G. |
| Last name of sampler or witnessed by | Zubieta | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0505A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Palmdale | |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | 420911 | |
| 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: 2024-09-30-24
DIME Test ID: 2024-09-30-24-5
Testing Lab: CT D08 - Fontana Southern Regional 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: 2024-12-17
Test Results
Input Type: Calculated
Tester's full name: Elias Hamel
Date of test: 10/05/2024
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: 5.71 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): 6.58 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 4.84 mm
Stripping Inflection Point (Wheel A): 22182
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/17/2024 ✔