Summary for Test 2025-07-25-9-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993253
DEA: 033F0604
EFIS: 0312000052
DIST-CO-RTE-PM03-GLE-162-76.3/78.6
Award Date02/02/2022
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date07/25/2025 Sample Unique Key9
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 testing07/25/2025
Sample typeQuality Assurance A brief description of the sample2 Boxes
The quantity of what the sample constitutes1/2" OGFC From where was the sample collectedSource
First name of sampler or witnessed byMark Last name of sampler or witnessed byAtterberry
Title of samplerTET Telephone number of sampler
Laboratory sample identificationDaily 25-116 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) NumberC778919
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeOGFC
HMA Grading1/2 inch Lot number1
Sublot number3 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: 2025-07-25-9
DIME Test ID: 2025-07-25-9-1
Testing Lab: CT D03 - Olivehurst 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: 2025-07-25

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 07/25/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1635.8 g
Mass Loss: 89.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.47 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.01 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 5.3%

Test was verified on 7/25/2025