Summary for Test 2019-04-05-20-1

Test performed: AASHTO T308-10

Project Information

Project Identifiers
DEA: No Project
DIST-CO-RTE-PM---
Award DateNot set
Closeout Date11/01/2022
Work DescriptionSpecial project identifier for material not associated with a project
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/05/2019 Sample Unique Key20
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 testing04/10/2019
Sample typeVerification A brief description of the sample3/4" Type A HMA (PG 64-16)
The quantity of what the sample constitutesJMF Verification Hot Drop From where was the sample collectedManufacturer
First name of sampler or witnessed byNeale Last name of sampler or witnessed byB
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite, Arvin Transportation Laboratory (TL) NumberC772606
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-05-20
DIME Test ID: 2019-04-05-20-1
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: 2019-12-16

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Clinton Edmiston
Date of test: 04/10/2019
Test procedure used?: Method B
Mass of the specimen basket assembly: no data
Mass of the specimen and specimen basket assembly prior to ignition: no data
Mass of HMA Sample prior to ignition: 2081.9 g
Mass Loss: no data
Mass of aggregate remaining after ignition: 1974.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.29 %
Moisture Content: 0.00 %
Temperature Compensation Factor: no data
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.86 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/16/2019