Summary for Test 2023-05-05-59-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215396
DEA: 042K8404
EFIS: 0417000031
DIST-CO-RTE-PM04-SOL-29,80-0.0,0.8/1.6
Award Date03/26/2021
Closeout Date02/16/2024
Work DescriptionHMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location DescriptionSOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date05/05/2023 Sample Unique Key59
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 testing05/15/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA Type A
The quantity of what the sample constitutes2 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byJohn Paul Last name of sampler or witnessed byMaypa
Title of samplerQC Technician Telephone number of sampler5302475468
Laboratory sample identificationCon_23_479 Linked DIME Sample ID2023-05-05-58
The fabricator/manufacturer/facility nameVulcan Vallejo Transportation Laboratory (TL) NumberC911364
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 Number411101510LB

Test Details

DIME Sample ID: 2023-05-05-59
DIME Test ID: 2023-05-05-59-1
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: 2023-05-22

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Anthony Ibarra
Date of test: 05/17/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3156.0 g
Mass of the specimen and specimen basket assembly prior to ignition: 5261.0 g
Mass of HMA Sample prior to ignition: 2105.0 g
Mass Loss: 164.8 g
Mass of aggregate remaining after ignition: 1940.2 g
Correction Factor (Percent by mass of HMA Specimen): 1.83 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 5.87 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/22/2023