Summary for Test 2023-05-09-25-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993482
DEA: 060V2804
EFIS: 0616000124
DIST-CO-RTE-PM06-KER-184-L0.9/L1.1
Award Date02/24/2022
Closeout Date02/26/2024
Work DescriptionPLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS.
Location DescriptionKERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD
QA Service Level1 (Verified on 01/03/2022)

Sample Information

Sample Taken Date05/09/2023 Sample Unique Key25
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 testing05/09/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA Type A with 15% RAP
The quantity of what the sample constituteslot 1 SL 2 750 ton 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 identification 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 number2 HMA Mix Number

Test Details

DIME Sample ID: 2023-05-09-25
DIME Test ID: 2023-05-09-25-2
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: 2023-05-10

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/10/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4190.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 6255.1 g
Mass of HMA Sample prior to ignition: 2064.2 g
Mass Loss: 105.5 g
Mass of aggregate remaining after ignition: 1958.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.43 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.68 %
General comments (publicly viewable) (Max 1000 characters): L1SL2

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0V2804_37025_230509_L1SL02_T308pdf105.24 KB05/10/20232023-05-09-25-2   Info

Test was verified on 5/10/2023