Summary for Test 2024-05-29-15-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 215771 DEA: 09367504 EFIS: 0916000032 |
|---|---|
| DIST-CO-RTE-PM | 09--5756-NA |
| Award Date | 03/23/2023 |
| Closeout Date | 11/10/2025 |
| Work Description | Building work, hot mix asphalt (type A) |
| Location Description | IN KERN COUNTY IN TEHACHAPI AT THE TEHACHAPI HIGHWAY MAINTENANCE STATION AT 305 INDUSTRIAL PARKWAY |
| QA Service Level | 1 (Verified on 05/13/2021) |
Sample Information
| Sample Taken Date | 05/29/2024 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/30/2024 | Sample type | Verification |
| A brief description of the sample | 3/4" HMA-A-SP PG58-34M R25 | The quantity of what the sample constitutes | 24 Boxes of HMA |
| From where was the sample collected | Source | First name of sampler or witnessed by | Granite QC |
| Last name of sampler or witnessed by | Granite QC | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 3925 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Solari Plant | |
| 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 | ||
| 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: 2024-05-29-15
DIME Test ID: 2024-05-29-15-6
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: 2024-06-04
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 06/04/2024
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: 12.7 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): 3.88 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 4.17 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): JMF-03
Test was verified on 6/4/2024 ✔