Summary for Test 2023-08-16-77-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993589
DEA: 100T6804
EFIS: 1017000005
DIST-CO-RTE-PM10-MER-5,165,152,33-Var
Award Date05/12/2022
Closeout Date03/06/2024
Work DescriptionSHOULDER AND RAMP WIDENING, COLD PLANE, HMA PAVING AND DIKES.
Location DescriptionMERCED COUNTY AT ROUTE 5/165 SEPARATION AND AT ROUTE 152/33 SEPARATION
QA Service Level1 (Verified on 03/01/2022)

Sample Information

Sample Taken Date08/16/2023 Sample Unique Key77
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 testing08/18/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byTreven Last name of sampler or witnessed byFulkerson
Title of samplerLab Technician Telephone number of sampler
Laboratory sample identification23-H-180 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number033251
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 number2 HMA Mix Number21j43

Test Details

DIME Sample ID: 2023-08-16-77
DIME Test ID: 2023-08-16-77-2
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: 2023-08-25

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 08/25/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2027.0 g
Mass Loss: 139.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.97 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.77 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/25/2023