Summary for Test 2023-05-05-3-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994632
DEA: 061E6004
EFIS: 0622000067
DIST-CO-RTE-PM06-KER-166-9.0/24.6
Award Date03/07/2023
Closeout Date02/26/2024
Work DescriptionNot set
Location DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN KERN COUNTY NEAR MARICOPA FROM 4.0 MILES EAST OF BASIC SCHOOL ROAD TO ROUTE 166/99 SEPARATION
QA Service Level1 (Verified on 05/10/2023)

Sample Information

Sample Taken Date05/05/2023 Sample Unique Key3
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 testing05/05/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA type A PG 58-16 Rsp 25%
The quantity of what the sample constitutes146 From where was the sample collectedSource
First name of sampler or witnessed byPaul Last name of sampler or witnessed byBown
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSolari plant Granite Arvin 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 number4
Sublot number5 HMA Mix Number

Test Details

DIME Sample ID: 2023-05-05-3
DIME Test ID: 2023-05-05-3-2
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: 2023-05-08

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/08/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4299.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 6340.0 g
Mass of HMA Sample prior to ignition: 2040.4 g
Mass Loss: 96.2 g
Mass of aggregate remaining after ignition: 1944.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.56 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.15 %
General comments (publicly viewable) (Max 1000 characters): L1SL5

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1E6004_37016_230505_L1SL05_T308pdf106.54 KB05/08/20232023-05-05-3-2   Info

Test was verified on 5/8/2023