Summary for Test 2018-05-31-21-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 212784 DEA: 023H1504 EFIS: 0217000064 |
|---|---|
| DIST-CO-RTE-PM | 02-LAS-299-0.0/4.7 |
| Award Date | 11/30/2017 |
| Closeout Date | 01/08/2019 |
| Work Description | AC OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND GUARDRAIL. |
| Location Description | LASSEN COUNTY NEAR MCARTHUR FROM SHASTA COUNTY LINE TO 4.0 MILES WEST OF MUCK VALLEY HYDRO ROAD. |
| QA Service Level | 1 (Verified on 05/03/2018) |
Sample Information
| Sample Taken Date | 05/31/2018 | Sample Unique Key | 21 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/31/2018 |
| Sample type | Verification | A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) |
| The quantity of what the sample constitutes | JMF Verification | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Cindy | Last name of sampler or witnessed by | Bryant |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | D77433 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Fawndale Rock and Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 736684 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | JMF 18-03-M1 | 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: 2018-05-31-21
DIME Test ID: 2018-05-31-21-6
Testing Lab: CT D02 - Redding Northern Regional 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: 2019-01-04
Test Results
Input Type: Calculated
Tester's full name: Dennis Hickey
Date of test: 06/06/2018
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): 25000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 25000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 2 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 2 mm
Stripping Inflection Point (Wheel A): >25000
Stripping Inflection Point (Wheel B): >25000
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/4/2019 ✔