Summary for Test 2024-02-15-1-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215348
DEA: 060U4204
EFIS: 0616000004
DIST-CO-RTE-PM06-FRE-99-R4.9/11.6
Award Date02/25/2021
Closeout DateNot set
Work DescriptionCONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location DescriptionFRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
QA Service Level1 (Verified on 12/07/2020)

Sample Information

Sample Taken Date02/15/2024 Sample Unique Key1
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 testing02/15/2024
Sample typeQuality Assurance A brief description of the sample3/4 HMA
The quantity of what the sample constitutes12 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byJonathon Last name of sampler or witnessed bychaney
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Ashlan 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 TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2024-02-15-1
DIME Test ID: 2024-02-15-1-1
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: 2024-02-16

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 02/16/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2874.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4943.2 g
Mass of HMA Sample prior to ignition: 2068.9 g
Mass Loss: 97.8 g
Mass of aggregate remaining after ignition: 1971.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.36 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.23 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/16/2024