Summary for Test 2025-10-10-31-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000957
DEA: 022K5404
EFIS: 0225000091
DIST-CO-RTE-PM02---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 03/21/2025)

Sample Information

Sample Taken Date10/10/2025 Sample Unique Key31
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 testing10/10/2025
Sample typeProduction Start-Up A brief description of the sample2 Bags RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD80082B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) — Latona Aggregates (Anderson, CA) Transportation Laboratory (TL) Number876965
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2025-10-10-31
DIME Test ID: 2025-10-10-31-2
Testing Lab: CT D02 - Redding 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: 2025-10-22

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 10/16/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3018.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4643.5 g
Mass of HMA Sample prior to ignition: 1625.2 g
Mass Loss: 91.9 g
Mass of aggregate remaining after ignition: 1533.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.18 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.47 %
General comments (publicly viewable) (Max 1000 characters): Pb (uncorrected)=5.47% Pb≈4.11%

Test was verified on 10/22/2025