Summary for Test 2018-06-30-15-3
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 212408 DEA: 09350804 EFIS: 0900020055 |
|---|---|
| DIST-CO-RTE-PM | 09-MNO-395-80.6/84.1 |
| Award Date | 07/14/2017 |
| Closeout Date | 01/06/2020 |
| Work Description | CONSTRUCT PULVERIZED ROADBED, HMA AND ANCHORED WIRE MESH SYSTEM. |
| Location Description | MONO COUNTY NEAR BRIDGEPORT FROM BUCKEYE ROAD TO 2.9 MILES SOUTH OF SWAUGER CANYON ROAD |
| QA Service Level | 1 (Verified on 05/03/2018) |
Sample Information
| Sample Taken Date | 06/30/2018 | Sample Unique Key | 15 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | Not set | Sample type | Quality Assurance |
| A brief description of the sample | STN 10261P75SB1 1000 Tons | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Mokhtar |
| Last name of sampler or witnessed by | Ouahmane | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Hunewell | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Not set | Structure name | Not set |
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | Not set |
| Sublot number | Not set | 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 | HMA Pay | No |
Test Details
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DIME Sample ID: 2018-06-30-15
DIME Test ID: 2018-06-30-15-3
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: 2018-08-09
Test Results
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 08/02/2018
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): no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): no data
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): no data
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/2/2018 ✔