Summary for Test 2023-05-25-59-6
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 | 05/25/2023 | Sample Unique Key | 59 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/25/2023 | Sample type | Verification |
| A brief description of the sample | 1/2" HMA-A-SP | The quantity of what the sample constitutes | 16 Boxes of 1/2" HMA with RAP |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Brian |
| Last name of sampler or witnessed by | Young | Title of sampler | |
| Telephone number of sampler | 7609208859 | Laboratory sample identification | 3107 - JMF-01 |
| 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
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: 2023-05-25-59
DIME Test ID: 2023-05-25-59-6
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: 2023-06-13
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 06/05/2023
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 10000
Impression at specified number of passes average: 1.76 mm
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 10000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 10000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 1.69 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.83 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): JMF-01
Test was verified on 6/13/2023 ✔