Summary for Test 2021-05-24-57-3

Test performed: AASHTO T312-14

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date04/05/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date05/24/2021 Sample Unique Key57
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 testing05/24/2021
Sample typeVerification A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-16) with 24.0 RAP and virgin PG 58-22 from Valero - Benicia
The quantity of what the sample constitutesVerification of JMF 21-04-S01 From where was the sample collectedManufacturer
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of sampler Telephone number of sampler
Laboratory sample identificationD78806 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Nortstate Asphalt, Redding, CA Transportation Laboratory (TL) Number897296
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 Mix NumberNot set

Test Details

DIME Sample ID: 2021-05-24-57
DIME Test ID: 2021-05-24-57-3
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: 2021-08-06

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: 05/25/2021
Start time of test (military time): 0832
Specimen identification: 2052501
Percent Binder Content: 5.0 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.5 mm
Height of the specimen after 8 gyrations: 130.2 mm
Height of the specimen after 85 gyrations: 117.0 mm
Height of the specimen after 130 gyrations: 115.5 mm
Mass of the specimen: 4779.3 g
Maximum Specific Gravity (Gmm): 2.502
Bulk Specific Gravity (Gmb): 2.425
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): 2299.657 cm^3
Volume of the specimen (Vm85): 2066.512 cm^3
Volume of the specimen (Vm130): 2040.019 cm^3
Uncorrected relative density (Gmmu8): 83.1 %
Uncorrected relative density (Gmmu85): 92.4 %
Uncorrected relative density (Gmmu130): 93.6 %
Relative density (Gmm8): 86.0 %
Relative density (Gmm85): 95.7 %
Relative density (Gmm130): 96.9 %
Air Voids (AV8): 14.0 %
Air Voids (AV85): 4.3 %
Air Voids (AV130): 3.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/6/2021