Summary for Test 2022-03-17-30-3

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 66667
EFIS: 0019000043
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set

Sample Information

Sample Taken Date03/17/2022 Sample Unique Key30
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 testing03/21/2022
Sample typeVerification A brief description of the sample1 bag of Combined RAP (1/2-inch)
The quantity of what the sample constitutesJMF Verification 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 identificationD79008B Linked DIME Sample ID2022-03-17-29
The fabricator/manufacturer/facility nameTullis – Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number708109
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis, Northstate Asphalt, Redding, CA
Aggregate Size1/2-inch Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)
JMF Verification ID JMF3513-2022-2

Test Details

DIME Sample ID: 2022-03-17-30
DIME Test ID: 2022-03-17-30-3
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 (Asphalt Binder Content)
Test Release Date: 2022-05-16

Test Results

Input Type: Measured
Tester's full name: Khue Yang
Date of test: 03/24/2022
Test procedure used?: Method A
Mass of HMA prior to ignition: 1713.8 g
Mass of aggregate remaining after ignition: 1609.6 g
Correction Factor (Percent by mass of HMA Specimen): 0 %
Moisture Content: 0 %
Test Temperature: 1000 F
Asphalt Binder Content:6.08 %
General comments (publicly viewable) (Max 1000 characters): Pbr ≈ 5.49

Test was verified on 5/16/2022