Summary for Test 2023-09-28-5-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995146
DEA: 061G1104
EFIS: 0623000147
DIST-CO-RTE-PM06-KIN-43-10.2/18.2
Award DateNot set
Closeout Date05/16/2024
Work DescriptionModifying signal and lighting systems.
Location DescriptionIn Kings County near Hanford from 0.2 mile south of Kansas Avenue to route 43/198 separation.
QA Service Level1 (Verified on 09/13/2023)

Sample Information

Sample Taken Date09/28/2023 Sample Unique Key5
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 testing09/28/2023
Sample typeQuality Assurance A brief description of the sample1/2" RHMA-G
The quantity of what the sample constitutes970 TONS From where was the sample collectedManufacturer
First name of sampler or witnessed byArthur Last name of sampler or witnessed byMills
Title of samplerConsultant Telephone number of sampler8033087727
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPM AVENAL 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 TypeRHMA-G
HMA Grading1/2 inch Lot number2
Sublot number10 HMA Mix Number

Test Details

DIME Sample ID: 2023-09-28-5
DIME Test ID: 2023-09-28-5-4
Testing Lab: CT D06 - Millbrook 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: 2023-09-29

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 09/29/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2905.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4486.5 g
Mass of HMA Sample prior to ignition: 1581.2 g
Mass Loss: 141.8 g
Mass of aggregate remaining after ignition: 1439.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.79 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.19 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/29/2023