Summary for Test 2025-07-14-61-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1000176 DEA: 034H76U4 EFIS: 0323000040 |
|---|---|
| DIST-CO-RTE-PM | 03-BUT-32-5.0/10.2 |
| Award Date | 06/17/2024 |
| Closeout Date | Not set |
| Work Description | REHABILITATE PAVEMENT, INSTALL SIGNAL, LIGHTING, DRAINAGE, & ADA RAMPS |
| Location Description | BUTTE COUNTY IN CHICO FROM MUIR AVENUE TO INTERCHANGE OF STATE ROUTES 99 AND 32 |
| QA Service Level | 1 (Verified on 04/18/2024) |
Sample Information
| Sample Taken Date | 07/14/2025 | Sample Unique Key | 61 |
|---|---|---|---|
| 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 | 07/15/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 12 Boxes |
| The quantity of what the sample constitutes | 1/2" HMA w/ 15% RAP | From where was the sample collected | Source |
| First name of sampler or witnessed by | Brad | Last name of sampler or witnessed by | McKeehan |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | Daily 25-108 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | KRC - Orland | Transportation Laboratory (TL) Number | C947151 |
| 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 | 1/2 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | |
| Binder content (%) | 0.0 | Virgin binder PG | |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | Not set | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-07-14-61
DIME Test ID: 2025-07-14-61-6
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: 2025-07-23
Test Results
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 07/23/2025
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): 24980
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 24980
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 8.84 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.44 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters): JMF25-019
PSU25-108
Test was verified on 7/23/2025 ✔