Summary for Test 2023-05-09-9-4
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214135 DEA: 09213404 EFIS: 0900000030 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-29.9/41.8 |
| Award Date | 10/22/2021 |
| Closeout Date | Not set |
| Work Description | ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT. |
| Location Description | INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE |
| QA Service Level | 1 (Verified on 05/03/2019) |
Sample Information
| Sample Taken Date | 05/09/2023 | Sample Unique Key | 9 |
|---|---|---|---|
| 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 | 05/09/2023 |
| Sample type | Quality Assurance | A brief description of the sample | HMA-PSUE |
| The quantity of what the sample constitutes | 220 Tons | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Jerid | Last name of sampler or witnessed by | Kupelian |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Fisher Sand and Gravel | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | OLA1A |
Test Details
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DIME Sample ID: 2023-05-09-9
DIME Test ID: 2023-05-09-9-4
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: 2023-05-11
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 05/11/2023
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: 2.02 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): 2.21 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 1.82 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/11/2023 ✔