Summary for Test 2024-08-13-65-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994147 DEA: 120R4104 EFIS: 1218000090 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-17.4/21.5 |
| Award Date | 09/27/2022 |
| Closeout Date | 09/18/2025 |
| Work Description | COLD PLANE AC AND PLACE RHMA-G. |
| Location Description | ORANGE COUNTY IN NEWPORT BEACH FROM JAMBOREE ROAD TO SANTA ANA RIVER BRIDGE |
| QA Service Level | 1 (Verified on 06/28/2023) |
Sample Information
| Sample Taken Date | 08/13/2024 | Sample Unique Key | 65 |
|---|---|---|---|
| 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 | 08/15/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" WMA-A SP R25 .25% EVO |
| The quantity of what the sample constitutes | 21 BOXES OF HMA, 3 QTS PG58-22, 4 BAGS COMB AGG, 2 BAGS COMB RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | RJ Noble Orange | Last name of sampler or witnessed by | QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0406A-24 | 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 36R2508SPWEO | |
| 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: 2024-08-13-65
DIME Test ID: 2024-08-13-65-6
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: 2024-12-10
Test Results
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 08/22/2024
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: 2.16 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): 2.56
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): 1.75 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/10/2024 ✔