Summary for Test 2020-12-22-11-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date12/22/2020 Sample Unique Key11
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 testing01/06/2021
Sample typeVerification A brief description of the sampleBag of RAP
The quantity of what the sample constitutesOne JMFPP Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byC. Last name of sampler or witnessed byBrown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSyar Lake Herman Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceLake Herman Stockpile
Aggregate SizeFine RAP Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2020-12-22-11
DIME Test ID: 2020-12-22-11-2
Testing Lab: CT D05 - San Luis Obispo District 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: 2021-01-22

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 01/13/2021
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1779.3 g
Mass Loss: no data
Correction Factor (Percent by mass of HMA Specimen): 3.41 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 4.25 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/22/2021