Summary for Test 2020-04-03-19-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092 |
|---|---|
| DIST-CO-RTE-PM | 05-MON-101-R36.9/47.7 |
| Award Date | 01/16/2019 |
| Closeout Date | 01/11/2024 |
| Work Description | CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER |
| Location Description | MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE |
| QA Service Level | 1 (Verified on 10/11/2018) |
Sample Information
| Sample Taken Date | 04/03/2020 | Sample Unique Key | 19 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 04/24/2020 | Sample type | Verification |
| A brief description of the sample | boxes of HMA-A | The quantity of what the sample constitutes | One JMF Verification |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Unknown |
| Last name of sampler or witnessed by | Unknown | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Coalinga | |
| 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 | 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: 2020-04-03-19
DIME Test ID: 2020-04-03-19-6
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-05-08
Test Results
Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 05/05/2020
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): 6.1 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 6.85 mm
Stripping Inflection Point (Wheel A): 10094
Stripping Inflection Point (Wheel B): 10028
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/8/2020 ✔