Summary for Test 2024-10-01-13-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 993870 DEA: 120R5604 EFIS: 1218000117 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-5,55,73,91,133,405-var |
| Award Date | 04/12/2023 |
| Closeout Date | Not set |
| Work Description | PLACE RHMA-G, HMA, SLAB REPLACEMENT AND JPCP. |
| Location Description | ORANGE COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 06/14/2022) |
Sample Information
| Sample Taken Date | 10/01/2024 | Sample Unique Key | 13 |
|---|---|---|---|
| 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 | 10/02/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" RHMA G SP .5% LAS |
| The quantity of what the sample constitutes | 21 BX RHMA 1 GAL CN PG64-16 2 BGS CMB AGG | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | JIMMY | Last name of sampler or witnessed by | Plant QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0509G-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AAA-Corona | 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 | RHMA-G |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | 106835 | |
| 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: 2024-10-01-13
DIME Test ID: 2024-10-01-13-5
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: 2024-12-17
Test Results
Input Type: Calculated
Tester's full name: Antonio Torres
Date of test: 10/09/2024
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: 2.17 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): 15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2.14 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 12/17/2024 ✔