Summary for Test 2020-06-02-33-3
Test performed: AASHTO T312-14Project Information
| Project Identifiers | Project ID: 214513 DEA: 021H3904 EFIS: 0216000041 |
|---|---|
| DIST-CO-RTE-PM | 02-SHA-5-R32.0/R32.3 |
| Award Date | 01/24/2020 |
| Closeout Date | 09/28/2021 |
| Work Description | O'BRIEN DECK AND RAIL REHAB: WEATHER INFO SYSTEM, STRUCTURAL CONCRETE, HMA, REMOVE BRIDGE BARRIER. |
| Location Description | SHASTA COUNTY ABOUT 10 MILES SOUTH OF LAKEHEAD FROM 0.1 MILE SOUTH TO 0.3 MILE NORTH OF O'BRIEN UNDERCROSSING |
| QA Service Level | 1 (Verified on 01/22/2020) |
Sample Information
| Sample Taken Date | 06/02/2020 | Sample Unique Key | 33 |
|---|---|---|---|
| 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 | 06/02/2020 |
| Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. PG 64-28 M) 24.0 RAP, 1.3 Lime |
| The quantity of what the sample constitutes | JMF Verification Renewal | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Anthony | Last name of sampler or witnessed by | Ortiz |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | D78451 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Northstate Asphalt, Redding, CA | Transportation Laboratory (TL) Number | 036435 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
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 |
Test Details
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DIME Sample ID: 2020-06-02-33
DIME Test ID: 2020-06-02-33-3
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: 2020-08-11
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 06/03/2020
Start time of test (military time): 0829
Specimen identification: 2060301
Percent Binder Content: 5.8 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 114.7 mm
Mass of the specimen: 4769.2 g
Maximum Specific Gravity (Gmm): 2.496
Bulk Specific Gravity (Gmb): 2.431
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): 84.1 %
Uncorrected relative density (Gmmu85): 93.2 %
Uncorrected relative density (Gmmu130): 94.3 %
Air Voids (AV8): 13.2 %
Air Voids (AV85): 3.8 %
Air Voids (AV130): 2.6 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/11/2020 ✔