Summary for Test 2024-06-15-14-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 215456 DEA: 07293604 EFIS: 0713000238 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-405-14.3/15.8 |
| Award Date | 05/26/2021 |
| Closeout Date | 07/03/2025 |
| Work Description | CONSTRUCT AUXILIARY LANE AND WIDEN ON AND OFF RAMPS. |
| Location Description | LOS ANGELES COUNTY IN TORRANCE BETWEEN WESTERN AVENUE UNDERCROSSING AND WEST 182ND STREET |
| QA Service Level | 1 (Verified on 07/07/2021) |
Sample Information
| Sample Taken Date | 06/15/2024 | Sample Unique Key | 14 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/18/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA-A-SP R15 NO LAS | The quantity of what the sample constitutes | 20 BOXES OF HMA, 4 BAGS OF AGG, 1 BAG OF RAP, 4 QTS OF PG64-10 |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | VICTOR |
| Last name of sampler or witnessed by | PHAM | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0296A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | AAA-Irwindale | |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 105793 | |
| 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: 2024-06-15-14
DIME Test ID: 2024-06-15-14-6
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: 2024-07-09
Test Results
Input Type: Calculated
Tester's full name: Juan Abarca
Date of test: 06/15/2024
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: 2 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): 2.13
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 15000 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.86 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/9/2024 ✔