Summary for Test 2020-07-06-39-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214801 DEA: 031G6504 EFIS: 0319000105 |
|---|---|
| DIST-CO-RTE-PM | 03-PLA,NEV-89-21.5/21.6,0.0/0.5 |
| Award Date | 05/07/2020 |
| Closeout Date | 03/16/2021 |
| Work Description | COLD PLANE AC PAVEMENT AND PLACE HMA (TYPE A). |
| Location Description | PLACER AND NEVADA COUNTIES IN AND NEAR TRUCKEE FROM WEST RIVER STREET TO 0.2 MILE NORTH OF DEERFIELD DRIVE |
| QA Service Level | 1 (Verified on 03/24/2020) |
Sample Information
| Sample Taken Date | 07/06/2020 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/07/2020 | Sample type | Verification |
| A brief description of the sample | 3/4 inch HMA - A w/RAP | The quantity of what the sample constitutes | JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Randy |
| Last name of sampler or witnessed by | Stellhorn (WITNESS) | Title of sampler | Teichert Personnel |
| Telephone number of sampler | Laboratory sample identification | JMF20-031 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert - Martis Valley Plant | |
| 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 | 3/4 inch | Lot number | |
| Sublot number | HMA Mix Number | Not set | |
| 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: 2020-07-06-39
DIME Test ID: 2020-07-06-39-6
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2020-12-16
Test Results
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 08/03/2020
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: no data
Impression at specified number of passes average: no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 23300
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 12.74 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6.43 mm
Stripping Inflection Point (Wheel A): 13900
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters): JMF20-031
Test was verified on 12/16/2020 ✔