Summary for Test 2023-04-12-27-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994513
DEA: 043Y0604
EFIS: 0423000193
DIST-CO-RTE-PM04-MRN-1-var/var
Award Date02/12/2023
Closeout Date03/11/2024
Work DescriptionPAVEMENT REPAIR
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/12/2023 Sample Unique Key27
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 testing04/14/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA Type A
The quantity of what the sample constitutes2 Boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byCasey Last name of sampler or witnessed byFarington
Title of samplerQC Technician Telephone number of sampler7072285999
Laboratory sample identificationRich_23_102 Linked DIME Sample ID2023-04-12-25
The fabricator/manufacturer/facility nameBoDean Santa Rosa Transportation Laboratory (TL) NumberC727120
Inspector Lot Number from the Transportation Laboratory (TL) Form1 Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number10 HMA Mix Number700

Test Details

DIME Sample ID: 2023-04-12-27
DIME Test ID: 2023-04-12-27-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Test Release Date: 2023-04-24

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 04/17/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3134.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 5392.1 g
Mass of HMA Sample prior to ignition: 2257.5 g
Mass Loss: 135.8 g
Mass of aggregate remaining after ignition: 2121.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.10 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.09 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.83 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2023