Test 2021-03-04-28-3 (AASHTO T312-14) Summary

Project Information
Project IdentifiersProject ID: 213700
DEA: 020H9004
EFIS: 0215000077
DIST-CO-RTE-PM02-BUT-70-41.9/42.3
Work DescriptionREMOVE CULVERTS AND CONSTRUCT BRIDGE
Location DescriptionBUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
Sample Information
Sample Taken Date3/4/2021 Sample Unique Key28
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 testing3/5/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of sampler Laboratory sample identificationD78751
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number896988
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-03-04-28
DIME Test ID: 2021-03-04-28-3
Testing Lab: CT D02 - North Region Materials Lab
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 04/26/2021