Summary for Test 2022-02-02-51-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA |
|---|---|
| DIST-CO-RTE-PM | 59--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Special project for storing JMF sample data |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 02/02/2022 | Sample Unique Key | 51 |
|---|---|---|---|
| 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 | 03/10/2022 |
| Sample type | Verification | A brief description of the sample | 1/2" HMA-A-SP R25 0.25% EVO |
| The quantity of what the sample constitutes | 24 Boxes HMA, 4 QTs Binder, 1 Qt Evo, 2 Bag Rap, 4 Bags Agg | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ NOBLE | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0157-22 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RJ Noble - Orange | 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 | 1/2 inch | Lot number | |
| Sublot number | 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: 2022-02-02-51
DIME Test ID: 2022-02-02-51-5
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: 2022-04-07
Test Results
Input Type: Calculated
Tester's full name: Juan Abarca
Date of test: 03/17/2022
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): 10000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 10000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2.24 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.35 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/7/2022 ✔