Summary for Test 2023-07-25-6-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994602 DEA: 09392004 EFIS: 0922000036 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-44.9/50.9,52.9/54.5 |
| Award Date | 04/27/2023 |
| Closeout Date | 12/22/2023 |
| Work Description | HOT MIX ASPHALT (TYPE-A), SHOULDER BACKING, AND STRIPING. |
| Location Description | INYO COUNTY NEAR LONE PINE FROM 1.3 MILES SOUTH OF COTTONWOOD ROAD TO 2 MILES NORTH OF BARTLETT ROAD AND FROM 0.3 MILE SOUTH OF LUBKEN CANYON ROAD TO 1.1 MILES SOUTH OF GOLF COURSE ROAD |
| QA Service Level | 1 (Verified on 08/02/2023) |
Sample Information
| Sample Taken Date | 07/25/2023 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/26/2023 | Sample type | Production Start-Up |
| A brief description of the sample | 1/2" HMA | The quantity of what the sample constitutes | 6 boxes |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Robert |
| Last name of sampler or witnessed by | Chavez | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | PSU 1 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Blue Diamond-Victorville | |
| 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 | 1/2 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: 2023-07-25-6
DIME Test ID: 2023-07-25-6-6
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: 2023-07-27
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 07/27/2023
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: 2.96 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): 2.87 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.04 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): 1/2" PSU-01
Test was verified on 7/27/2023 ✔