Summary for Test 2026-08-13-1-2

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 Date08/13/2026 Sample Unique Key1
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 testing08/13/2026
Sample typeQuality Assurance A brief description of the sample1/2" RHMA PG 64-16
The quantity of what the sample constitutes2 Boxes HMA From where was the sample collectedManufacturer
First name of sampler or witnessed byDustan Last name of sampler or witnessed byKliethermes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL1 SL9 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number1
Sublot number9 HMA Mix Number30940542500P
Binder content (%)7.5 Virgin binder PG
Design binder PGPG 64-16 Binder SupplierPacific Northwest Oil
RAP content (%)Not set WMA Additives
Antistrip type

Test Details

DIME Sample ID: 2026-08-13-1
DIME Test ID: 2026-08-13-1-2
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: 2026-08-18

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 08/17/2026
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1761.3 g
Mass Loss: 141.1 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: 7.59 %
General comments (publicly viewable) (Max 1000 characters): R1 OBC 7.5%

Test was verified on 8/18/2026