Summary for Test 2020-06-10-40-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 212866 DEA: 021H9704 EFIS: 0216000051 |
|---|---|
| DIST-CO-RTE-PM | 02-TEH-36-12.6/13.1 |
| Award Date | 11/25/2019 |
| Closeout Date | 10/06/2020 |
| Work Description | CURVE REALIGNMENT AND HMA PAVING. |
| Location Description | TEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE |
| QA Service Level | 1 (Verified on 01/08/2019) |
Sample Information
| Sample Taken Date | 06/10/2020 | Sample Unique Key | 40 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/10/2020 | Sample type | Verification |
| A brief description of the sample | 3/4-inch Type A HMA (eq. PG 64-28 M) 22.0 RAP, 1.2 Lime | The quantity of what the sample constitutes | JMF Renewal and PSE |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Dave |
| Last name of sampler or witnessed by | Lockett | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | D78461 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | |
| Transportation Laboratory (TL) Number | 736618 | 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 | 3/4 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: 2020-06-10-40
DIME Test ID: 2020-06-10-40-3
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: 2020-08-31
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: 06/11/2020
Start time of test (military time): 0843
Specimen identification: 2061101
Percent Binder Content: 4.9 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 116.3 mm
Mass of the specimen: 4792.4 g
Maximum Specific Gravity (Gmm): 2.508
Bulk Specific Gravity (Gmb): 2.429
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): 83.1 %
Uncorrected relative density (Gmmu85): 91.8 %
Uncorrected relative density (Gmmu130): 93.0 %
Air Voids (AV8): 13.5 %
Air Voids (AV85): 4.4 %
Air Voids (AV130): 3.1 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/31/2020 ✔