Summary for Test 2024-07-10-31-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994944 DEA: 081J2304 EFIS: 0818000002 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-60-R1.0/12.0 |
| Award Date | 09/20/2023 |
| Closeout Date | 04/28/2025 |
| Work Description | RAMP METERING SYSTEM, HMA (TYPE A), RDWY EXC, MOD SIGNAL & LTG SYSTEMS |
| Location Description | RIVERSIDE COUNTY IN AND NEAR JURUPA VALLEY AND RIVERSIDE AT VARIOUS LOCATIONS FROM WINEVILLE ROAD UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 60/91 SEPARATION |
| QA Service Level | 1 (Verified on 07/28/2023) |
Sample Information
| Sample Taken Date | 07/10/2024 | Sample Unique Key | 31 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/12/2024 | Sample type | Production Start-Up |
| A brief description of the sample | 3/4" HMA-A-SP R15 | The quantity of what the sample constitutes | 16 BOXES OF HMA, 2 QTS OF PG64-28PM, 3 BAGS OF COMBINED AGG, 2 BAGS OF COMBINED RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Maryanna |
| Last name of sampler or witnessed by | Lanverde | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 0323A-24 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | All American Asphalt | |
| 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 | 105927 | |
| 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: 2024-07-10-31
DIME Test ID: 2024-07-10-31-6
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: 2024-12-05
Test Results
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 07/17/2024
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: 2.79 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): 3.1 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.47 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/5/2024 ✔