Summary for Test 2026-05-14-29-8
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 1001669 DEA: 09379004 EFIS: 0919000004 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-R65.0/76.0 |
| Award Date | 12/24/2025 |
| Closeout Date | Not set |
| Work Description | FULL DEPTH RECYCLING, COLD PLANE, HMA AND CURB RAMPS. |
| Location Description | INYO COUNTY AT AND NEAR INDEPENDENCE FROM 3 MILES SOUTH OF MANZANAR REWARD ROAD TO 0.3 MILE NORTH OF SHABBELL LANE |
| QA Service Level | 1 (Verified on 10/13/2025) |
Sample Information
| Sample Taken Date | 05/14/2026 | Sample Unique Key | 29 |
|---|---|---|---|
| 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 | 05/14/2026 |
| Sample type | Production Start-Up | A brief description of the sample | 1/2" HMA-A-SP PG58-34M R18 |
| The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Source |
| First name of sampler or witnessed by | Derek | Last name of sampler or witnessed by | Carrington |
| Title of sampler | MREA | Telephone number of sampler | |
| Laboratory sample identification | PSU 1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | RHB Plant Independence | Transportation Laboratory (TL) Number | 5315 |
| 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 | |
| Sublot number | HMA Mix Number | ||
| Binder content (%) | 5.0 | Virgin binder PG | PG 58-34M |
| Design binder PG | PG 58-34M | Binder Supplier | |
| RAP content (%) | 18 | WMA Additives | No |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-05-14-29
DIME Test ID: 2026-05-14-29-8
Testing Lab: CT D09 - Bishop Field 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: 2026-05-18
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 05/15/2026
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: 20 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): 4.27 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 4.06 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): PSU-1
Test was verified on 5/18/2026 ✔