Summary for Test 2019-03-16-3-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 212889 DEA: 073009U4 EFIS: 0714000238 |
|---|---|
| DIST-CO-RTE-PM | 07-LA-110-R0.7/24.1 |
| Award Date | 04/03/2018 |
| Closeout Date | 06/30/2021 |
| Work Description | REPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT. |
| Location Description | LOS ANGELES COUNTY IN AND NEAR LOS ANGELES AND CARSON FROM GAFFEY STREET TO 0.1 MILE SOUTH OF COLLEGE STREET OVERCROSSING |
| QA Service Level | 1 (Verified on 06/21/2018) |
Sample Information
| Sample Taken Date | 03/16/2019 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/25/2019 | Sample type | Verification |
| A brief description of the sample | 3/4" HMA-A R15 PG64-10 | The quantity of what the sample constitutes | 20 boxes |
| From where was the sample collected | Source | 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 | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt-Irwindale | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Unknown |
| Sublot number | Unknown | HMA Mix Number | Not set |
| 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: 2019-03-16-3
DIME Test ID: 2019-03-16-3-6
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: 2019-04-05
Test Results
Input Type: Calculated
Tester's full name: Juan Abarca
Date of test: 03/28/2019
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: no data
Impression at specified number of passes average: no data
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): 3.22 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.97 mm
Stripping Inflection Point (Wheel A): >10000
Stripping Inflection Point (Wheel B): >10000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/5/2019 ✔