Summary for Test 2025-11-25-11-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001249
DEA: 031N5504
EFIS: 0325000797
DIST-CO-RTE-PM03-BUT-70-35/36
Award Date11/20/2024
Closeout DateNot set
Work DescriptionMajor Damage Restoration
Location DescriptionBUT 70 Viaduct
QA Service Level1 (Verified on 05/06/2025)

Sample Information

Sample Taken Date11/25/2025 Sample Unique Key11
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 testing11/25/2025
Sample typeQuality Assurance A brief description of the sample3/4" HMA w/ 15% RAP
The quantity of what the sample constitutes2 Boxes From where was the sample collectedSource
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMckeehan
Title of sampler Telephone number of sampler
Laboratory sample identificationDaily 25-270 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKRC - Hallwood Transportation Laboratory (TL) NumberC778940
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 number1
Sublot number2 HMA Mix NumberHR22771000
Binder content (%)4.5 Virgin binder PG
Design binder PG PG 64-16 Binder SupplierPNW
RAP content (%)15 WMA AdditivesNo
Antistrip type

Test Details

DIME Sample ID: 2025-11-25-11
DIME Test ID: 2025-11-25-11-2
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: 2025-11-26

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 11/25/2025
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2166.1 g
Mass Loss: 115.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.40 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.92 %
General comments (publicly viewable) (Max 1000 characters): R2 OBC 4.5%

Test was verified on 11/26/2025