Summary for Test 2021-12-21-6-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 213811 DEA: 112T2184 EFIS: 1116000174 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5-R38.4/R47.3 |
| Award Date | 10/29/2018 |
| Closeout Date | 01/03/2024 |
| Work Description | (Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement. |
| Location Description | IN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING. |
| QA Service Level | 1 (Verified on 12/19/2018) |
Sample Information
| Sample Taken Date | 12/21/2021 | Sample Unique Key | 6 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/22/2021 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" RWMA | The quantity of what the sample constitutes | 2 bags, 12 boxes, 3 cans |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Johan |
| Last name of sampler or witnessed by | Cruz | Title of sampler | |
| Telephone number of sampler | 6192792829 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Otay | |
| 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 | Not Applicable |
|---|---|---|---|
| HMA Grading | 1/2 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
Test Details QR Code
Scan this code to open this Test Details view on another device.
Sample Details QR Code
Scan this code to open this Sample Details view on another device.
DIME Sample ID: 2021-12-21-6
DIME Test ID: 2021-12-21-6-6
Testing Lab: CT D11 - District 11 Materials 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: 2022-01-06
Test Results
Input Type: Calculated
Tester's full name: Melchor Oronoz
Date of test: 12/30/2021
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: 3.139 mm
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): 3.792 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.486 mm
Stripping Inflection Point (Wheel A): >10000
Stripping Inflection Point (Wheel B): >10000
General comments (publicly viewable) (Max 1000 characters): Pass
Test was verified on 1/6/2022 ✔