Summary for Test 2020-05-12-38-7
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 213485 DEA: 032F9804 EFIS: 0312000026 |
|---|---|
| DIST-CO-RTE-PM | 03-COL-20-31.7/32.9 |
| Award Date | 10/15/2018 |
| Closeout Date | 05/11/2022 |
| Work Description | PAVEMENT REHABILITATION |
| Location Description | COLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 05/12/2020 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/14/2020 | 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 | Teichert Personnel |
| Last name of sampler or witnessed by | Teichert Personnel | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Teichert-Hallwood Drum Plant | |
| Transportation Laboratory (TL) Number | C778172 | 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: 2020-05-12-38
DIME Test ID: 2020-05-12-38-7
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: 2020-11-17
Test Results
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 06/12/2020
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): 25000
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): 8.22 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 7.77 mm
Stripping Inflection Point (Wheel A): 25000
Stripping Inflection Point (Wheel B): 25000
General comments (publicly viewable) (Max 1000 characters): JMF20-021B
Test was verified on 11/17/2020 ✔