Summary for Test 2024-08-26-13-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994328 DEA: 081H0604 EFIS: 0816000130 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-34.3/45.1 |
| Award Date | 04/03/2023 |
| Closeout Date | 08/26/2025 |
| Work Description | FIBER OPTIC CABLE SYSTEMS, RHMA, HMA, AND MINOR CONCRETE. |
| Location Description | RIVERSIDE COUNTY IN AND NEAR HEMET FROM WINCHESTER ROAD TO FAIRVIEW AVENUE |
| QA Service Level | 1 (Verified on 08/28/2023) |
Sample Information
| Sample Taken Date | 08/26/2024 | 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 | 08/27/2024 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" RHMA G SP 1% LAS |
| The quantity of what the sample constitutes | 16 BOX RHMA 2 BAGS CMB AGG, 1 QT 64-16, 1 QT RUB BLND | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | GABRIEL | Last name of sampler or witnessed by | RAMIREZ |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0431G-24 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | AAA-Perris | 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 | 1/2 inch | Lot number | |
| Sublot number | HMA Mix Number | 106836 | |
| 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: 2024-08-26-13
DIME Test ID: 2024-08-26-13-6
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: 09/05/2024
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: 2.29 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): 2.76
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): 1.82 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 ✔