Summary for Test 2020-04-15-1-7
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 214587 DEA: 101J1604 EFIS: 1018000180 |
|---|---|
| DIST-CO-RTE-PM | 10-STA-132-27.9/41.0 |
| Award Date | 03/02/2020 |
| Closeout Date | 04/26/2021 |
| Work Description | COLD PLANE AC PAVEMENT, RHMA OVERLAY AND SLURRY SEAL. |
| Location Description | STANISLAUS COUNTY IN AND NEAR WATERFORD FROM G STREET TO 1.2 MILES EAST OF RUSHING ROAD |
| QA Service Level | 1 (Verified on 01/24/2020) |
Sample Information
| Sample Taken Date | 04/15/2020 | Sample Unique Key | 1 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/15/2020 | Sample type | Verification |
| A brief description of the sample | Type A HMA with RAP | The quantity of what the sample constitutes | 16 boxes of 1/2" Type A HMA with RAP |
| From where was the sample collected | Source | First name of sampler or witnessed by | J |
| Last name of sampler or witnessed by | Kort | Title of sampler | Technician |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | George Reed Inc | |
| Transportation Laboratory (TL) Number | C033878 | 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 | 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: 2020-04-15-1
DIME Test ID: 2020-04-15-1-7
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2020-04-23
Test Results
Input Type: Calculated
Tester's full name: Frank Chavez Jr
Date of test: 04/17/2020
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): 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): 3.44 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2.41 mm
Stripping Inflection Point (Wheel A): 0
Stripping Inflection Point (Wheel B): 0
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/23/2020 ✔