Summary for Test 2023-10-09-38-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215240
DEA: 021H6804
EFIS: 0216000010
DIST-CO-RTE-PM02-TEH-5-39/41.9
Award Date02/13/2023
Closeout Date09/22/2025
Work DescriptionSB Cottonwood Scales
Location DescriptionNot set
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date10/09/2023 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing10/09/2023 Sample typeProduction Start-Up
A brief description of the sampleCombined RAP The quantity of what the sample constitutesProduction Start-Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD79369B
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis - Northstate Asphalt (Redding, CA)
Transportation Laboratory (TL) Number853407 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: 2023-10-09-38
DIME Test ID: 2023-10-09-38-3
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: 2023-10-26

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Sean McWithey
Date of test: 10/12/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3034.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4697.8 g
Mass of HMA Sample prior to ignition: 1663.7 g
Mass Loss: 106.5 g
Mass of aggregate remaining after ignition: 1557.2 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: 6.22 %
General comments (publicly viewable) (Max 1000 characters): Pbr(uncorrected)=6.22

Test was verified on 10/26/2023 ✔