Summary for Test 2023-06-13-31-7
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 994400 DEA: 09378904 EFIS: 0919000003 |
|---|---|
| DIST-CO-RTE-PM | 09-KER-14-46.2/52.8 |
| Award Date | 01/06/2023 |
| Closeout Date | 12/27/2023 |
| Work Description | RHMA PLACED OVER PARTIAL DEPTH RECYCLING. |
| Location Description | KERN COUNTY NEAR ARMISTEAD FROM 1.1 MILES NORTH OF REDROCK CANYON ROAD TO 3.5 MILES SOUTH OF FREEMAN GULCH BRIDGE |
| QA Service Level | 1 (Verified on 05/30/2023) |
Sample Information
| Sample Taken Date | 06/13/2023 | Sample Unique Key | 31 |
|---|---|---|---|
| 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 | 06/14/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4 RHMA-G |
| The quantity of what the sample constitutes | 7 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | Clintwood | Last name of sampler or witnessed by | Robancho |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | PSUE-1 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Griffith Edmonston-Lebec | 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 | RHMA-G |
|---|---|---|---|
| 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: 2023-06-13-31
DIME Test ID: 2023-06-13-31-7
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: 2023-06-19
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 06/15/2023
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 20000
Impression at specified number of passes average: 5.1 mm
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 4.86 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 5.33 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters): PSU-01
Test was verified on 6/19/2023 ✔