Summary for Test 2025-07-29-72-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995524
DEA: 021H3604
EFIS: 0216000040
DIST-CO-RTE-PM02-SIS-96-76.8/78.0
Award Date03/22/2024
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSISKIYOU COUNTY NEAR HORSE CREEK FROM 0.4 MILE WEST OF KLAMATH RIVER BRIDGE TO 2.0 MILES WEST OF KOHL CREEK
QA Service Level1 (Verified on 12/27/2023)

Sample Information

Sample Taken Date07/29/2025 Sample Unique Key72
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 testing07/29/2025
Sample typeProduction Start-Up A brief description of the sample2 bags of RAP
The quantity of what the sample constitutesProduction Start Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byGiuliano Last name of sampler or witnessed byGiuntoli
Title of samplerJET Telephone number of sampler
Laboratory sample identificationD79979B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc. - Northstate Asphalt (Redding CA) Transportation Laboratory (TL) Number823569
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

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

Test Details

DIME Sample ID: 2025-07-29-72
DIME Test ID: 2025-07-29-72-2
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: 2025-08-07

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 07/31/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3026.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 5124.1 g
Mass of HMA Sample prior to ignition: 2097.4 g
Mass Loss: 120.8 g
Mass of aggregate remaining after ignition: 1976.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.62 %
General comments (publicly viewable) (Max 1000 characters): Pb(uncorrected)=5.62%

Test was verified on 8/7/2025