Summary for Test 2026-01-06-20-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995453
DEA: 114B0124
EFIS: 1122000225
DIST-CO-RTE-PM11---
Award Date03/06/2025
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 10/29/2024)

Sample Information

Sample Taken Date01/06/2026 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing01/09/2026 Sample typeQuality Assurance
A brief description of the samplePlant Sample The quantity of what the sample constitutes4 boxes
From where was the sample collectedSource First name of sampler or witnessed byMohammed
Last name of sampler or witnessed byMasud Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMartin Marietta
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number21217105 MM
Binder content (%)0.0 Virgin binder PG PG58-16
Design binder PG PG58-16 Binder SupplierValero
RAP content (%)Not set WMA AdditivesNo
Antistrip type

Test Details

DIME Sample ID: 2026-01-06-20
DIME Test ID: 2026-01-06-20-1
Testing Lab: CT D11 - District 11 Materials 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: 2026-02-23

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 02/11/2026
Test procedure used?: Method A
Mass of the specimen basket assembly: 3929.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 5499.9 g
Mass of HMA Sample prior to ignition: 1570.3 g
Mass Loss: 90.7 g
Mass of aggregate remaining after ignition: 1479.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.05 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.73 %
General comments (publicly viewable) (Max 1000 characters): 5.73% is within the limit of 5.25+-0.5 complies

Test was verified on 2/23/2026 ✔