Summary for Test 2025-12-09-6-1

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 Date12/09/2025 Sample Unique Key6
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 testing12/09/2025
Sample typeQuality Control A brief description of the sample3/4" RHMA-G 10% RAP
The quantity of what the sample constitutes4 boxes From where was the sample collectedSource
First name of sampler or witnessed byJohn Doe Last name of sampler or witnessed byDoe Plant
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc. 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 number1
Sublot number1 HMA Mix NumberL250537
Binder content (%)7.5 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder SupplierValero Benicia
RAP content (%)10 WMA AdditivesYes
Antistrip type

Test Details

DIME Sample ID: 2025-12-09-6
DIME Test ID: 2025-12-09-6-1
Testing Lab: Pavement Engineering Inc.
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: 2025-12-09

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Craig Long
Date of test: 12/09/2025
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 C
Corrected Asphalt Binder Content: 4.18 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/9/2025