Test 2021-04-23-26-3 (AASHTO T312-14) Summary

Project Information
Project IdentifiersProject ID: 215251
DEA: 021J4604
EFIS: 0220000081
DIST-CO-RTE-PM02-SIS-96-34.5/38.8,88.0/92.0
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
Sample Information
Sample Taken Date4/23/2021 Sample Unique Key26
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 testing4/23/2021
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. PG 64-16)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of samplerPEI Laboratory sample identificationD78783
The fabricator/manufacturer/facility nameNorthstate Asphalt - Redding, CA Transportation Laboratory (TL) Number897289
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 Grading1/2 inch Lot number
Sublot number JMF Verification ID JMF3513-2021-61
Test Details
DIME Sample ID: 2021-04-23-26
DIME Test ID: 2021-04-23-26-3
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: 2021-07-06
Test Results

HMA Type: Type A HMA
Is this test used for JMF verification: Yes
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/26/2021
Start time of test (military time): 1159
Specimen identification: 2042601
Percent Binder Content: 5.4 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 113.6 mm
Height of the specimen after 8 gyrations: 127.8 mm
Height of the specimen after 85 gyrations: 115.1 mm
Height of the specimen after 130 gyrations: 113.6 mm
Mass of the specimen: 4761.5 g
Maximum Specific Gravity (Gmm): 2.492
Bulk Specific Gravity (Gmb): 2.451
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): 2257.268 cm^3
Volume of the specimen (Vm85): 2032.954 cm^3
Volume of the specimen (Vm130): 2006.460 cm^3
Uncorrected relative density (Gmmu8): 84.6 %
Uncorrected relative density (Gmmu85): 94.0 %
Uncorrected relative density (Gmmu130): 95.2 %
Relative density (Gmm8): 87.4 %
Relative density (Gmm85): 97.1 %
Relative density (Gmm130): 98.4 %
Air Voids (AV8):12.6 %
Air Voids (AV85):2.9 %
Air Voids (AV130):1.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/06/2021