Summary for Test 2024-05-07-15-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995263
DEA: 061G3304
EFIS: 0624000029
DIST-CO-RTE-PM06-FRE-180-118/138
Award Date08/21/2023
Closeout Date05/09/2025
Work DescriptionFRE 180 Emergency Slope Repairs.
Location DescriptionNot set
QA Service Level1 (Verified on 10/20/2023)

Sample Information

Sample Taken Date05/07/2024 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing05/07/2024 Sample typeQuality Assurance
A brief description of the sample3/4 HMA Type A The quantity of what the sample constitutes0-750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byNoah
Last name of sampler or witnessed byHunt Title of samplerSenior Materials Tester
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Sanger
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number4 HMA Mix Number
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: 2024-05-07-15
DIME Test ID: 2024-05-07-15-1
Testing Lab: CT D06 - Millbrook 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: 2024-05-08

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 05/07/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2897.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 5011.2 g
Mass of HMA Sample prior to ignition: 2113.9 g
Mass Loss: 113.6 g
Mass of aggregate remaining after ignition: 2000.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.11 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.12 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2024 ✔