Summary for Test 2020-07-01-44-3

Test performed: AASHTO T312-14

Project Information

Project IdentifiersProject ID: 214685
DEA: 024E46U4
EFIS: 0216000122
DIST-CO-RTE-PM02-LAS-36-6.0/14.6
Award Date05/08/2020
Closeout DateNot set
Work DescriptionREPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location DescriptionLASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 03/02/2020)

Sample Information

Sample Taken Date07/01/2020 Sample Unique Key44
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 testing07/02/2020
Sample typeVerification A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.0 RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of sampler Telephone number of sampler
Laboratory sample identificationD78501 Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Plant Transportation Laboratory (TL) Number896801
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 JMF Verification ID JMF3513-2020-212

Test Details

DIME Sample ID: 2020-07-01-44
DIME Test ID: 2020-07-01-44-3
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: 2020-11-16

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: 07/03/2020
Start time of test (military time): 0846
Specimen identification: 2070301
Percent Binder Content: 5.8 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 118.5 mm
Mass of the specimen: 4730.1 g
Maximum Specific Gravity (Gmm): 2.478
Bulk Specific Gravity (Gmb): 2.351
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): 81.9 %
Uncorrected relative density (Gmmu85): 90.0 %
Uncorrected relative density (Gmmu130): 91.2 %
Air Voids (AV8):14.8 %
Air Voids (AV85):6.4 %
Air Voids (AV130):5.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2020