Summary for Test 2024-07-31-40-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000010
DEA: 061F8904
EFIS: 0623000107
DIST-CO-RTE-PM06-TUL-63-4.0/5.5
Award Date03/20/2024
Closeout DateNot set
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA.
Location DescriptionTULARE COUNTY IN AND NEAR VISALIA FROM AVENUE 264 TO VISALIA PARKWAY
QA Service Level1 (Verified on 01/08/2024)

Sample Information

Sample Taken Date07/31/2024 Sample Unique Key40
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing07/31/2024
Sample typeAcceptance A brief description of the sample1/2" HMA type A
The quantity of what the sample constitutesL1SL1 From where was the sample collectedSource
First name of sampler or witnessed byT Last name of sampler or witnessed byHall
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJaxon Baker/Deer Creek 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 Grading1/2 inch Lot number1
Sublot number1 HMA Mix Number

Test Details

DIME Sample ID: 2024-07-31-40
DIME Test ID: 2024-07-31-40-2
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: 2024-08-06

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Corey Hicks
Date of test: 07/31/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2922.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 4961.5 g
Mass of HMA Sample prior to ignition: 2038.7 g
Mass Loss: 115.6 g
Mass of aggregate remaining after ignition: 1923.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.28 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.24 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-1F8904_37014__240731_L1SL1_T308pdf82.79 KB08/06/20242024-07-31-40-2   Info

Test was verified on 8/6/2024