Summary for Test 2023-01-26-48-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215788
DEA: 101C7904
EFIS: 1016000046
DIST-CO-RTE-PM10-MER-5-0.4
Award DateNot set
Closeout DateNot set
Work DescriptionBUILDING WORK.
Location DescriptionMERCED COUNTY 0.4 MILE NORTH OF THE FRESNO COUNTY LINE AT THE JOHN "CHUCK" ERRECA SAFETY ROADSIDE REST AREA
QA Service Level1 (Verified on 06/03/2021)

Sample Information

Sample Taken Date01/26/2023 Sample Unique Key48
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 testing01/31/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A
The quantity of what the sample constitutes16 boxes,5bags,2 cans From where was the sample collectedManufacturer
First name of sampler or witnessed byR Last name of sampler or witnessed by Contreras
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification23-H-001 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Vernalis Transportation Laboratory (TL) Number039390
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 number1 HMA Mix Number

Test Details

DIME Sample ID: 2023-01-26-48
DIME Test ID: 2023-01-26-48-2
Testing Lab: CT D10 - District 10 Materials 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: 2023-04-19

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Darrius Shuemake
Date of test: 02/07/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2122.0 g
Mass Loss: 137.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.79 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.55 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/19/2023