Summary for Test 2020-05-14-54-8

Test performed: AASHTO T312-14

Project Information

Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Award Date02/11/2020
Closeout Date10/06/2020
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date05/14/2020 Sample Unique Key54
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 testing05/18/2020
Sample typeVerification A brief description of the sample3/8-inch Type A HMA (PG 64-28 M) 15.0 RAP, 1.1 Lime
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJimmy Last name of sampler or witnessed byMontana
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD78434 Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Plant, Litchfield, CA Transportation Laboratory (TL) Number733192
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 Grading3/8 inch Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-155

Test Details

DIME Sample ID: 2020-05-14-54
DIME Test ID: 2020-05-14-54-8
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: 2020-07-09

Test Results


HMA Type: Type A HMA
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 05/19/2020
Start time of test (military time): 0836
Specimen identification: 02151901
Percent Binder Content: 6.9 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 113.4 mm
Mass of the specimen: 4565.0 g
Maximum Specific Gravity (Gmm): 2.393
Bulk Specific Gravity (Gmb): 2.338
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
Uncorrected relative density (Gmmu8): 84.8 %
Uncorrected relative density (Gmmu85): 93.9 %
Uncorrected relative density (Gmmu130): 95.2 %
Air Voids (AV8):13.0 %
Air Voids (AV85):3.7 %
Air Voids (AV130):2.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/9/2020