Summary for Test 2025-05-19-74-4
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 995119 EFIS: 0319000004 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA-49-R8.7/R10.6 |
| Award Date | 12/08/2023 |
| Closeout Date | Not set |
| Work Description | CONC BARRIER, JPCP, HMA, RDWY EXC, RCP AND LIGHTING. |
| Location Description | PLACER COUNTY NEAR AUBURN FROM 0.3 MILE SOUTH OF LORENSEN ROAD/FLORENCE LANE TO 0.4 MILE NORTH OF LONE STAR ROAD |
| QA Service Level | 1 (Verified on 11/13/2023) |
Sample Information
| Sample Taken Date | 05/19/2025 | Sample Unique Key | 74 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/30/2025 | Sample type | Production Start-Up |
| A brief description of the sample | 10 Boxes | The quantity of what the sample constitutes | 3/4" HMA w/ 25% RAP |
| From where was the sample collected | Source | First name of sampler or witnessed by | Sergio |
| Last name of sampler or witnessed by | Tostado | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | PSU25-047 | |
| Linked DIME Sample ID | 2025-05-19-69 | The fabricator/manufacturer/facility name | Desilva Gates-Marysville |
| 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 | 1 |
| Sublot number | 1 | HMA Mix Number | MD 6736 |
| 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: 2025-05-19-74
DIME Test ID: 2025-05-19-74-4
Testing Lab: CT D03 - Olivehurst Northern 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: 2025-06-04
Test Results
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 06/04/2025
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: no data
Impression at specified number of passes average: no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 7.49 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 10.6 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/4/2025 ✔