Summary for Test 2025-02-25-11-5
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-10-R134.0/R156.5 |
| Award Date | 06/22/2023 |
| Closeout Date | Not set |
| Work Description | PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB |
| Location Description | RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 02/25/2025 | Sample Unique Key | 11 |
|---|---|---|---|
| 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 | 02/28/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" HMA A SP R24 1.0% LSM |
| The quantity of what the sample constitutes | 24 BX HMA 1 QT PG58-32M 1 BG EA VRGN BN SZ 2 BG CLD FD 1 BG EA LT BN SZ 2 BG RAP | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Kristopher | Last name of sampler or witnessed by | Martinez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0149A-25 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel | 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 | CA125MA | |
| 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: 2025-02-25-11
DIME Test ID: 2025-02-25-11-5
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: 2025-03-21
Test Results
Input Type: Calculated
Tester's full name: Kreetha Mekchai
Date of test: 03/07/2025
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: 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): 2.76 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.94 mm
Stripping Inflection Point (Wheel A): 2.41
Stripping Inflection Point (Wheel B): 2.22
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/21/2025 ✔