Summary for Test 2020-06-11-60-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 213887 DEA: 024H2604 EFIS: 0218000100 |
|---|---|
| DIST-CO-RTE-PM | 02-SIS-97-R11.5/17.1 |
| Award Date | 03/15/2019 |
| Closeout Date | 01/04/2021 |
| Work Description | COLD PLANE AC, REPLACE AC SURFACING, PLACE AC, RUMBLE STRIP & STRIPE. |
| Location Description | SISKIYOU COUNTY ABOUT 12 MILES NORTH OF WEED FROM YELLOW BUTTE ROAD TO 0.6 MILE NORTH OF DEER MOUNTAIN ROAD |
| QA Service Level | 1 (Verified on 04/03/2019) |
Sample Information
| Sample Taken Date | 06/11/2020 | Sample Unique Key | 60 |
|---|---|---|---|
| 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 | 06/11/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (PG 64-28 M) |
| The quantity of what the sample constitutes | JMF | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Ashton | Last name of sampler or witnessed by | Erickson |
| Title of sampler | RMC QC | Telephone number of sampler | |
| Laboratory sample identification | D78472 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Truax Plant | Transportation Laboratory (TL) Number | 990767 |
| 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 | |
| Sublot number | 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: 2020-06-11-60
DIME Test ID: 2020-06-11-60-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Test Release Date: 2020-09-17
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 06/13/2020
Start time of test (military time): 0845
Specimen identification: 2061301
Percent Binder Content: 5.5 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 114.6 mm
Mass of the specimen: 4733.3 g
Maximum Specific Gravity (Gmm): 2.477
Bulk Specific Gravity (Gmb): 2.405
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 20.2 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Uncorrected relative density (Gmmu8): 83.8 %
Uncorrected relative density (Gmmu85): 93.0 %
Uncorrected relative density (Gmmu130): 94.4 %
Air Voids (AV8): 13.8 %
Air Voids (AV85): 4.3 %
Air Voids (AV130): 2.9 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/17/2020 ✔