Summary for Test 2023-06-27-46-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994753
DEA: 061E8404
EFIS: 0622000104
DIST-CO-RTE-PM06---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date06/27/2023 Sample Unique Key46
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 testing06/28/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" hma TYPE A
The quantity of what the sample constitutes10 box HMA From where was the sample collectedSource
First name of sampler or witnessed byPaul Last name of sampler or witnessed byKlinker
Title of sampler Telephone number of sampler6615498281
Laboratory sample identificationL1SL6 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston 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 number1
Sublot number6 HMA Mix Number

Test Details

DIME Sample ID: 2023-06-27-46
DIME Test ID: 2023-06-27-46-2
Testing Lab: CT D06 - Bakersfield Field 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: 2023-06-28

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 06/28/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4343.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 6390.9 g
Mass of HMA Sample prior to ignition: 2047.2 g
Mass Loss: 112.1 g
Mass of aggregate remaining after ignition: 1935.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.44 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.04 %
General comments (publicly viewable) (Max 1000 characters): L1SL6

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1E8404_37014_230627_L1SL06_T308pdf106.44 KB06/28/20232023-06-27-46-2   Info

Test was verified on 6/28/2023