Summary for Test 2021-03-04-28-3
Test performed: AASHTO T312-14Project Information
Project Identifiers | Project ID: 213700 DEA: 020H9004 EFIS: 0215000077 |
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DIST-CO-RTE-PM | 02-BUT-70-41.9/42.3 |
Award Date | 05/07/2020 |
Closeout Date | 11/01/2021 |
Work Description | REMOVE CULVERTS AND CONSTRUCT BRIDGE |
Location Description | BUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING |
QA Service Level | 1 (Verified on 01/03/2019) |
Sample Information
Sample Taken Date | 03/04/2021 | Sample Unique Key | 28 |
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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 | 03/05/2021 |
Sample type | Acceptance | A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP |
The quantity of what the sample constitutes | Production Start-Up Evaluation | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Monte | Last name of sampler or witnessed by | Spencer |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78751 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Knife River Construction - Orland Plant | Transportation Laboratory (TL) Number | 896988 |
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 | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | Not set |
Test Details
DIME Sample ID: 2021-03-04-28
DIME Test ID: 2021-03-04-28-3
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: 2021-04-26
Test Results
HMA Type: Type A HMA
Is this test used for JMF verification: No
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 03/08/2021
Start time of test (military time): 1521
Specimen identification: 2030801
Percent Binder Content: 5.1 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.9 mm
Height of the specimen after 8 gyrations: 128.4 mm
Height of the specimen after 85 gyrations: 117.3 mm
Height of the specimen after 130 gyrations: 115.9 mm
Mass of the specimen: 4884.3 g
Maximum Specific Gravity (Gmm): 2.555
Bulk Specific Gravity (Gmb): 2.473
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
Volume of the specimen (Vm8): 2267.865 cm^3
Volume of the specimen (Vm85): 2071.811 cm^3
Volume of the specimen (Vm130): 2047.084 cm^3
Uncorrected relative density (Gmmu8): 84.3 %
Uncorrected relative density (Gmmu85): 92.3 %
Uncorrected relative density (Gmmu130): 93.4 %
Relative density (Gmm8): 87.4 %
Relative density (Gmm85): 95.6 %
Relative density (Gmm130): 96.8 %
Air Voids (AV8): 12.6 %
Air Voids (AV85): 4.4 %
Air Voids (AV130): 3.2 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/26/2021 ✔