Summary for Test 2018-02-27-20-2
Test performed: AASHTO T324-14Project Information
| Project Identifiers | Project ID: 212679 DEA: 023E7204 EFIS: 0200020154 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-42.1/46.0 |
| Award Date | 12/18/2017 |
| Closeout Date | 08/07/2019 |
| Work Description | COLD PLANING, PAVING, MINOR CONCRETE, ELECTRICAL AND STRIPING WORK. |
| Location Description | TEHAMA COUNTY IN AND NEAR RED BLUFF FROM EAST SAND SLOUGH BRIDGE TO 0.6 MILE EAST OF STICE ROAD |
| QA Service Level | 1 (Verified on 05/24/2018) |
Sample Information
| Sample Taken Date | 02/27/2018 | Sample Unique Key | 20 |
|---|---|---|---|
| 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 | 02/27/2018 |
| Sample type | Quality Control | A brief description of the sample | 1/2-inch Type A HMA, PG 64-16 |
| The quantity of what the sample constitutes | FMLC HMA for Design | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | J | Last name of sampler or witnessed by | Sturges |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | L180207 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Tullis, Inc - Northstate Asphalt - Redding, CA | Transportation Laboratory (TL) Number | Unknown |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Not set |
| Structure name | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 1/2 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: 2018-02-27-20
DIME Test ID: 2018-02-27-20-2
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: 2018-04-23
Test Results
Input Type: Calculated
Tester's full name: N. Trease
Date of test: 03/09/2018
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): 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
General comments (publicly viewable) (Max 1000 characters): Data input by Ward Jenkins for PEI during beta.
Test was verified on 4/23/2018 ✔