Summary for Test 2025-04-10-2-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 66669
DEA: JMF-DATA
EFIS: JMF-DATA
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for storing JMF sample data
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/10/2025 Sample Unique Key2
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 testing04/10/2025
Sample typeVerification A brief description of the sampleRAP
The quantity of what the sample constitutesTest From where was the sample collectedSource
First name of sampler or witnessed byWard Last name of sampler or witnessed byJenkins
Title of samplerNot set Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameTest Transportation Laboratory (TL) NumberNot set
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTest
Aggregate SizeNot set Aggregate SourceNot set
RAP StockpileNot set Stockpile Size (tons)Not set
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2025-04-10-2
DIME Test ID: 2025-04-10-2-2
Testing Lab: CT D02 - Redding Northern Regional 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: 2025-04-10

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 04/10/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3000.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 4500.0 g
Mass of HMA Sample prior to ignition: 1500.0 g
Mass Loss: 93.0 g
Mass of aggregate remaining after ignition: 1407.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 6.05 %
General comments (publicly viewable) (Max 1000 characters): Test

Test was verified on 4/10/2025