Summary for Test 2018-04-02-6-6
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 212886 DEA: 023H1204 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-5-R0.0/R22.4 |
| Award Date | 01/03/2018 |
| Closeout Date | 02/06/2019 |
| Work Description | COLD PLANE RAC-O, PLACE RHMA-O, REPLACE AC SURFACING, MBGR |
| Location Description | TEHAMA COUNTY AT AND NEAR CORNING FROM GLENN COUNTY LINE TO 0.3 MILE NORTH OF BRANCH COYOTE CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 04/02/2018 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 04/03/2018 |
| Sample type | Department Acceptance | A brief description of the sample | 3/4-inch Type A HMA |
| The quantity of what the sample constitutes | Production Start Up Evaluation | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Michael | Last name of sampler or witnessed by | Allegretto |
| Title of sampler | Lab Tech | Telephone number of sampler | Unknown |
| Laboratory sample identification | 17-07-P07, D77310 | Linked DIME Sample ID | 2018-04-02-5 |
| The fabricator/manufacturer/facility name | Tullis Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | 852090 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | 1-01 | Structure unique identifier | Not set |
| Structure name | 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 |
| HMA Pay | No |
Test Details
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DIME Sample ID: 2018-04-02-6
DIME Test ID: 2018-04-02-6-6
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: 2018-04-11
Test Results
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 04/06/2018
HMA Production: Field
Specified number of passes at 12.7 mm: no data
Specified number of passes at inflection point: no data
Type and Amount of Anti-Stripping Additive: 1.0 percent Hydrated Lime TV
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 50 C
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): no data
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): no data
Stripping Inflection Point (Wheel A): >25000
Stripping Inflection Point (Wheel B): no data
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
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/11/2018 ✔