Summary for Test 2024-08-07-50-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994781 DEA: 07322704 EFIS: 0716000067 |
|---|---|
| DIST-CO-RTE-PM | 07-VEN-1-1.3/26.6 |
| Award Date | 01/31/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT PERVIOUS CONCRETE PAVEMENT |
| Location Description | VENTURA COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
| Sample Taken Date | 08/07/2024 | Sample Unique Key | 50 |
|---|---|---|---|
| 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 | 08/09/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA A SP R25 0.5% LAS |
| The quantity of what the sample constitutes | 24 BOXES HMA, 4 QTS PG58-16, 1 QT LAS, 4 BAGS COMB AGG, 2 BAGS RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | KEVIN | Last name of sampler or witnessed by | HOPKINS |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0379A-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | VULCAN SATICOY | 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 | 220200 | |
| 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: 2024-08-07-50
DIME Test ID: 2024-08-07-50-6
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: 2024-12-09
Test Results
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 08/13/2024
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: 2.61 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): 3.02
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): 2.2 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/9/2024 ✔