Summary for Test 2024-04-24-20-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994144
DEA: 060W15V4
EFIS: 0619000107
DIST-CO-RTE-PM06-KER-58,204-R53.4/R54.5,R0.0/4.6
Award Date10/06/2022
Closeout DateNot set
Work DescriptionMODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS.
Location DescriptionKERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET
QA Service Level1 (Verified on 07/28/2022)

Sample Information

Sample Taken Date04/24/2024 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 testing04/24/2024
Sample typeDepartment Acceptance A brief description of the sample3/4 HMA Type A
The quantity of what the sample constitutesL1SL23 From where was the sample collectedSource
First name of sampler or witnessed byNeale Last name of sampler or witnessed byBrown
Title of samplerMaterial Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari 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 number23 HMA Mix Number

Test Details

DIME Sample ID: 2024-04-24-20
DIME Test ID: 2024-04-24-20-2
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: 2024-04-25

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 04/24/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 4301.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 6533.3 g
Mass of HMA Sample prior to ignition: 2231.6 g
Mass Loss: 113.1 g
Mass of aggregate remaining after ignition: 2118.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.41 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.66 %
General comments (publicly viewable) (Max 1000 characters): L1SL23

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0W15V4_37020_240424_L1SL23_T308_HMApdf103.29 KB04/25/20242024-04-24-20-2   Info

Test was verified on 4/25/2024