Summary for Test 2022-03-17-36-7

Test performed: AASHTO T312-14

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/17/2022 Sample Unique Key36
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 testing03/21/2022
Sample typeVerification A brief description of the sample16 boxes of Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24 RAP and virgin PG 58-34 M (Valero – Benicia)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byRoger
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD79007 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number708108
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: 2022-03-17-36
DIME Test ID: 2022-03-17-36-7
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: 2022-05-24

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: 03/21/2022
Start time of test (military time): 1526
Specimen identification: 2032101
Percent Binder Content: 5.3 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.7 mm
Height of the specimen after 8 gyrations: 130.3 mm
Height of the specimen after 85 gyrations: 117.3 mm
Height of the specimen after 130 gyrations: 115.7 mm
Mass of the specimen: 4782.0 g
Maximum Specific Gravity (Gmm): 2.504
Bulk Specific Gravity (Gmb): 2.434
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): 2301.424 cm^3
Volume of the specimen (Vm85): 2071.811 cm^3
Volume of the specimen (Vm130): 2043.551 cm^3
Uncorrected relative density (Gmmu8): 83.0 %
Uncorrected relative density (Gmmu85): 92.2 %
Uncorrected relative density (Gmmu130): 93.5 %
Relative density (Gmm8): 86.3 %
Relative density (Gmm85): 95.9 %
Relative density (Gmm130): 97.2 %
Air Voids (AV8): 13.7 %
Air Voids (AV85): 4.1 %
Air Voids (AV130): 2.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/24/2022