Summary for Test 2024-11-21-36-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995124
DEA: 060X3004
EFIS: 0618000051
DIST-CO-RTE-PM06-FRE-33-69.4/71.5
Award Date02/06/2024
Closeout DateNot set
Work DescriptionREPLACE ROADWAY PAVEMENT.
Location DescriptionFRESNO COUNTY IN AND NEAR FIREBAUGH FROM MORRIS KYLE DRIVE TO LYON AVENUE
QA Service Level1 (Verified on 10/25/2023)

Sample Information

Sample Taken Date11/21/2024 Sample Unique Key36
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 testing11/15/2024
Sample typeQuality Assurance A brief description of the sample3/4” HMA
The quantity of what the sample constitutes0-750 Tons Produced From where was the sample collectedManufacturer
First name of sampler or witnessed byNoah Last name of sampler or witnessed byHunt
Title of samplerSenior Materials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSanta Fe Aggregates Winton 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 number3
Sublot number16 HMA Mix Number

Test Details

DIME Sample ID: 2024-11-21-36
DIME Test ID: 2024-11-21-36-1
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: 2024-11-26

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 11/22/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2,849.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4,967.2 g
Mass of HMA Sample prior to ignition: 2,118.1 g
Mass Loss: 116.5 g
Mass of aggregate remaining after ignition: 2,001.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.34 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.02 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/26/2024