Summary for Test 2025-07-21-49-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1001465
DEA: 022K7004
EFIS: 0225000139
DIST-CO-RTE-PM02-SIS-96-78.7
Award Date04/04/2025
Closeout Date09/22/2025
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date07/21/2025 Sample Unique Key49
Date that the sample was received by the laboratory/organization performing the testing07/28/2025 Sample typeProduction Start-Up
A brief description of the sample2 bags of Combined RAP The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byCGI
Last name of sampler or witnessed byCGI Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD79973B
Linked DIME Sample ID The fabricator/manufacturer/facility nameJ.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
Transportation Laboratory (TL) Number036702 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
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2025-07-21-49
DIME Test ID: 2025-07-21-49-3
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: 2025-08-04

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 07/30/2025
Test procedure used?: Method A
Mass of the specimen basket assembly: 3026.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 4707.4 g
Mass of HMA Sample prior to ignition: 1680.6 g
Mass Loss: 89.7 g
Mass of aggregate remaining after ignition: 1590.9 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: 5.16 %
General comments (publicly viewable) (Max 1000 characters): Pb(uncorrected)=5.16%

Test was verified on 8/4/2025 ✔