Summary for Test 2023-05-10-26-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994120
DEA: 040J6314
EFIS: 0421000252
DIST-CO-RTE-PM04-SOL-12-21.2/22.6
Award Date09/16/2022
Closeout DateNot set
Work DescriptionROADWAY RESURFACING, INSTALL DRAINAGE SYSTEM, MIDWEST GUARDRAIL SYSTEM
Location DescriptionSOLANO COUNTY NEAR RIO VISTA FROM MCCLOSKY ROAD TO 0.1 MILE WEST OF AZEVEDO ROAD
QA Service Level1 (Verified on 09/13/2022)

Sample Information

Sample Taken Date05/10/2023 Sample Unique Key26
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 testing05/10/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA Type A
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byTrenton Last name of sampler or witnessed byC
Title of samplerQC Technician Telephone number of sampler
Laboratory sample identificationCon_23_408 Linked DIME Sample ID2023-05-10-25
The fabricator/manufacturer/facility nameTeichert Vernalis Transportation Laboratory (TL) NumberC422-318
Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 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 Number30240432412V

Test Details

DIME Sample ID: 2023-05-10-26
DIME Test ID: 2023-05-10-26-1
Testing Lab: CT D04 - Concord 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: 2023-05-12

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 05/12/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3134.8 g
Mass of the specimen and specimen basket assembly prior to ignition: 5308.1 g
Mass of HMA Sample prior to ignition: 2173.3 g
Mass Loss: 142.6 g
Mass of aggregate remaining after ignition: 2030.7 g
Correction Factor (Percent by mass of HMA Specimen): 1.21 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.23 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/12/2023