Summary for Test 2019-10-14-34-4
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214136 DEA: 010F3604 EFIS: 0115000115 |
|---|---|
| DIST-CO-RTE-PM | 01-HUM-101-R39.2/R48.3 |
| Award Date | 07/31/2019 |
| Closeout Date | 01/04/2021 |
| Work Description | COLD PLANE AC PAVEMENT, RHMA OVERLAY, AND GUARDRAIL INSTALLATION. |
| Location Description | HUMBOLDT COUNTY NEAR REDCREST, PEPPERWOOD, AND STAFFORD FROM ENGLWOOD PARK UNDERCROSSING TO EEL RIVER BRIDGE AND OVERHEAD |
| QA Service Level | 1 (Verified on 06/24/2019) |
Sample Information
| Sample Taken Date | 10/14/2019 | Sample Unique Key | 34 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/23/2019 | Sample type | Quality Control |
| A brief description of the sample | 1/2 mix design | The quantity of what the sample constitutes | mix design |
| From where was the sample collected | Source | First name of sampler or witnessed by | Matthew |
| Last name of sampler or witnessed by | Horn | Title of sampler | Lab Manager |
| Telephone number of sampler | 559-292-2188 | Laboratory sample identification | |
| Linked DIME Sample ID | 214136 | The fabricator/manufacturer/facility name | Fortuna |
| 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 | 1/2 inch | Lot number | Unknown |
| Sublot number | Unknown | 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: 2019-10-14-34
DIME Test ID: 2019-10-14-34-4
Testing Lab: Trinity Engineering Laboratories, Incorporated - Fresno
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2019-10-25
Test Results
Input Type: Calculated
Tester's full name: Matthew Horn
Date of test: 10/24/2019
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): 0
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 0
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 4.718 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6.167 mm
Stripping Inflection Point (Wheel A): 4.718
Stripping Inflection Point (Wheel B): 6.167
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/25/2019 ✔