Summary for Test 2023-06-15-37-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993493
DEA: 100Q1224
EFIS: 1014000168
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Award Date03/30/2022
Closeout DateNot set
Work DescriptionWIDEN CONCRETE PAVEMENT LANES AND BRIDGES.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
QA Service Level1 (Verified on 01/10/2022)

Sample Information

Sample Taken Date06/15/2023 Sample Unique Key37
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 testing06/16/2023
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 samplerLab Technician Telephone number of sampler
Laboratory sample identification23-H-103 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number714962
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 number16 HMA Mix Number22J24A

Test Details

DIME Sample ID: 2023-06-15-37
DIME Test ID: 2023-06-15-37-2
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: 2023-06-22

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 06/19/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2016.0 g
Mass Loss: 113.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.26 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.23 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/22/2023