Summary for Test 2023-04-19-14-6
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 | 04/19/2023 | Sample Unique Key | 14 |
|---|---|---|---|
| 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 | 04/20/2023 |
| Sample type | Verification | A brief description of the sample | 3/4" RHMA-G PG64-16 w/Lime |
| The quantity of what the sample constitutes | 16 Boxes | From where was the sample collected | Source |
| First name of sampler or witnessed by | G3 | Last name of sampler or witnessed by | QC |
| Title of sampler | Consultant | Telephone number of sampler | |
| Laboratory sample identification | 2931 | 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: 2023-04-19-14
DIME Test ID: 2023-04-19-14-6
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: 2023-04-25
Test Results
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 04/25/2023
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: 15000
Type and Amount of Anti-Stripping Additive: Lime
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 121 F
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): 4.73 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 4.99 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
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: 5 mm
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/25/2023 ✔