Summary for Test 2025-11-13-4-1

Test performed: AASHTO T308-25

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date11/13/2025 Sample Unique Key4
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 testing11/13/2025
Sample typeQuality Control A brief description of the sampleRHMA-G 10% RAP Training
The quantity of what the sample constitutes4 boxes From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byDoe
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDoe Plant 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 TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number
Binder content (%)0.0 Virgin binder PG
Design binder PG Binder Supplier
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2025-11-13-4
DIME Test ID: 2025-11-13-4-1
Testing Lab: CT HQ - Vallejo Field Laboratory
Test Method: AASHTO T308-25: 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: 2025-11-13

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Yannick Aranas
Date of test: 11/13/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2045.3 g
Mass Loss: 92.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.36 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/13/2025