Summary for Test 2025-10-20-33-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001783
DEA: 021K9004
EFIS: 0225000010
DIST-CO-RTE-PM02-TEH-36-
Award DateNot set
Closeout DateNot set
Work DescriptionD2 Park Fire DO
Location DescriptionVarious Locations
QA Service Level1 (Verified on 10/22/2025)

Sample Information

Sample Taken Date10/20/2025 Sample Unique Key33
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 testing10/20/2025
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 byBrandon Last name of sampler or witnessed byWhite
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD80097B Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number858150
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2025-10-20-33
DIME Test ID: 2025-10-20-33-2
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: 2025-10-28

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 10/23/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3030.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4699.2 g
Mass of HMA Sample prior to ignition: 1668.9 g
Mass Loss: 101.4 g
Mass of aggregate remaining after ignition: 1567.5 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: 5.90 %
General comments (publicly viewable) (Max 1000 characters): Pb(Uncorrected)=5.90%

Test was verified on 10/28/2025