Summary for Test 2023-03-17-19-6

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 Date03/17/2023 Sample Unique Key19
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 testing03/17/2023
Sample typeVerification A brief description of the sample3/4 HMA
The quantity of what the sample constitutes24 boxes, 4 qrts binder From where was the sample collectedSource
First name of sampler or witnessed byErik Last name of sampler or witnessed bySvensson
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification023-014 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-03-17-19
DIME Test ID: 2023-03-17-19-6
Testing Lab: CT HQ - Sacramento Hot Mix Asphalt 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: 2023-04-03

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Glenn Bradley
Date of test: 04/03/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2147.1 g
Mass Loss: 109.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.49 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.16 %
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 4.45 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2023