Summary for Test 2023-06-07-52-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993118
DEA: 101C3304
EFIS: 1014000146
DIST-CO-RTE-PM10-SJ-205-R4.6/R9.0
Award Date04/05/2022
Closeout DateNot set
Work DescriptionWidening bridges, ramps and roadway. SR205 SMART CORRIDOR - PHASE 2
Location DescriptionOn state highway in San Joaquin County in and near Tracy from Janney Overhead to 1.3 miles east of MacArthur Drive Overcrossing.
QA Service Level1 (Verified on 07/06/2022)

Sample Information

Sample Taken Date06/07/2023 Sample Unique Key52
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 testing06/08/2023
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 byTimothy Last name of sampler or witnessed byTrefz
Title of samplerMREAS Telephone number of sampler
Laboratory sample identification23-H-90 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number994675
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 number2
Sublot number3 HMA Mix Number22J22

Test Details

DIME Sample ID: 2023-06-07-52
DIME Test ID: 2023-06-07-52-1
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: 2023-06-16

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 06/09/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2044.0 g
Mass Loss: 130.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.03 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.22 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/16/2023