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 | 08/19/2026 |
| 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 |
|---|---|---|---|
| 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
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 ✔