Summary for Test 2023-03-03-38-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994517
DEA: 043Y1404
EFIS: 0423000201
DIST-CO-RTE-PM04-NAP-12,29,121-var/var
Award Date01/15/2023
Closeout Date09/12/2023
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/03/2023 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing03/06/2023 Sample typeQuality Assurance
A brief description of the sample1/2 HMA-SP Type A The quantity of what the sample constitutes2 Boxes
From where was the sample collectedManufacturer First name of sampler or witnessed byChristian
Last name of sampler or witnessed bySousa Title of samplerQC Manager
Telephone number of sampler5306513393 Laboratory sample identificationCon_23_201
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Vallejo
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameHWY 80
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number
Sublot number HMA Mix Number320914
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-03-03-38
DIME Test ID: 2023-03-03-38-1
Testing Lab: CT D04 - Concord 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: 2023-03-22

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Nick Hall
Date of test: 03/08/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3144.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 4716.9 g
Mass of HMA Sample prior to ignition: 1572.9 g
Mass Loss: 120.2 g
Mass of aggregate remaining after ignition: 1452.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.60 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 900 F
Corrected Asphalt Binder Content: 5.89 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/22/2023 ✔