Summary for Test 2025-10-30-23-2

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 Date10/30/2025 Sample Unique Key23
Date that the sample was received by the laboratory/organization performing the testing10/30/2025 Sample typeQuality Assurance
A brief description of the sample3/4" HMA w/ 25% RAP The quantity of what the sample constitutes2 Boxes
From where was the sample collectedSource First name of sampler or witnessed byMark
Last name of sampler or witnessed byAtterberry Title of sampler
Telephone number of sampler Laboratory sample identificationDaily 25-242
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Hallwood
Transportation Laboratory (TL) NumberC803786 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 Grading3/4 inch Lot number4
Sublot number1 HMA Mix Number30940432407V
Binder content (%)4.7 Virgin binder PG
Design binder PG PG 64-16 Binder SupplierValero
RAP content (%)15 WMA AdditivesNo
Antistrip type

Test Details

DIME Sample ID: 2025-10-30-23
DIME Test ID: 2025-10-30-23-2
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: 2025-11-03

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 10/31/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2161.5 g
Mass Loss: 114.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.51 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.79 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 4.7%

Test was verified on 11/3/2025 ✔