Summary for Test 2026-08-17-47-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1002527
DEA: 033G7504
EFIS: 0325000106
DIST-CO-RTE-PM03-BUT-191-0.0/3.4,3.7/6.8
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 08/10/2026)

Sample Information

Sample Taken Date08/17/2026 Sample Unique Key47
Date that the sample was received by the laboratory/organization performing the testing08/18/2026 Sample typeQuality Assurance
A brief description of the sample1/2" RHMA-G 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 samplerTET
Telephone number of sampler Laboratory sample identificationDaily Sample 26-216
Linked DIME Sample ID The fabricator/manufacturer/facility nameTeichert Hallwood
Transportation Laboratory (TL) NumberC955830 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 Grading1/2 inch Lot number1
Sublot number15 HMA Mix Number30940542500P
Binder content (%)7.5 Virgin binder PGPG 64-16
Design binder PGPG 64-16 Binder SupplierPNW
RAP content (%)0 WMA AdditivesNo
Antistrip type

Test Details

DIME Sample ID: 2026-08-17-47
DIME Test ID: 2026-08-17-47-2
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: 2026-08-19

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 08/18/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1623.0 g
Mass Loss: 127.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.42 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.44 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 7.5%

Test was verified on 8/19/2026 ✔