Summary for Test 2025-08-04-92-4
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994310 DEA: 034F6504 EFIS: 0314000233 |
|---|---|
| DIST-CO-RTE-PM | 03-YOL-50,80-0.0/2.5,4.1/R11.4 |
| Award Date | 04/07/2023 |
| Closeout Date | Not set |
| Work Description | CRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS. |
| Location Description | YOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING |
| QA Service Level | 1 (Verified on 10/04/2022) |
Sample Information
| Sample Taken Date | 08/04/2025 | Sample Unique Key | 92 |
|---|---|---|---|
| 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 | 08/18/2025 |
| Sample type | Production Start-Up | A brief description of the sample | 3/4" RHMA-G |
| The quantity of what the sample constitutes | 10 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Dustan | Last name of sampler or witnessed by | Kliethermes |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Daily 25-147 | Linked DIME Sample ID | 2025-08-04-74 |
| The fabricator/manufacturer/facility name | Teichert Perkins | 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 | 3/4 inch | Lot number | 6 |
| Sublot number | 1 | HMA Mix Number | 32140532500P |
| Binder content (%) | 7.5 | Virgin binder PG | PG 64-16 |
| Design binder PG | PG 64-16 | Binder Supplier | PNW |
| RAP content (%) | 0 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2025-08-04-92
DIME Test ID: 2025-08-04-92-4
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: 2025-09-04
Test Results
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 09/03/2025
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): 24960
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 23920
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 4.33 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.64 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/4/2025 ✔