Summary for Test 2020-05-21-38-3
Test performed: AASHTO T312-14Project Information
Project Identifiers | Project ID: 214725 DEA: 020J1304 EFIS: 0219000064 |
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DIST-CO-RTE-PM | 02-LAS-139-43.0/53.0 |
Award Date | 04/10/2020 |
Closeout Date | 10/06/2020 |
Work Description | COLD IN-PLACE RECYCLING AND PLACE HMA (TYPE A). |
Location Description | LASSEN COUNTY ABOUT 42 MILES NORTH OF SUSANVILLE FROM 3.8 MILES NORTH OF SLATE CREEK TO 4.7 MILES SOUTH OF WILLOW CREEK RANCH ROAD |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 05/21/2020 | Sample Unique Key | 38 |
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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 | 05/22/2020 |
Sample type | Verification | A brief description of the sample | 1/2-inch Type A HMA (eq. Pg 64-28M) with 25.0 RAP, 1.1 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 | Jimmy | Last name of sampler or witnessed by | Montana |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78439 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shaw Pit Facility | Transportation Laboratory (TL) Number | 733195 |
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 |
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HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2020-05-21-38
DIME Test ID: 2020-05-21-38-3
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: 2020-07-16
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: 05/26/2020
Start time of test (military time): 1234
Specimen identification: 2052609
Percent Binder Content: 6.0 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 113.2 mm
Mass of the specimen: 4640.0 g
Maximum Specific Gravity (Gmm): 2.432
Bulk Specific Gravity (Gmb): 2.374
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): 85.0 %
Uncorrected relative density (Gmmu85): 94.2 %
Uncorrected relative density (Gmmu130): 95.4 %
Air Voids (AV8): 13.1 %
Air Voids (AV85): 3.7 %
Air Voids (AV130): 2.4 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/16/2020 ✔