Summary for Test 2023-04-25-28-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214640
DEA: 042J7204
EFIS: 0415000016
DIST-CO-RTE-PM04-CC-580-1.17
Award Date02/25/2021
Closeout Date12/01/2023
Work DescriptionSTEGE DRAIN SUPER-STRUCTURE, PRECAST VOIDED SLABS
Location DescriptionCONTRA COSTA COUNTY IN RICHMOND FROM 0.3 MILE EAST OF STEGE DRAIN BRIDGE TO 0.3 MILE WEST OF BAYVIEW AVENUE OVERCROSSING
QA Service Level1 (Verified on 01/27/2020)

Sample Information

Sample Taken Date04/25/2023 Sample Unique Key28
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 testing04/26/2023
Sample typeQuality Assurance A brief description of the sample1/2 HMA Type A
The quantity of what the sample constitutes2 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byBradley Last name of sampler or witnessed byFitch
Title of samplerQC Technician Telephone number of sampler7076747404
Laboratory sample identificationRich_23_115 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Vallejo Transportation Laboratory (TL) NumberC727123
Inspector Lot Number from the Transportation Laboratory (TL) Form1 Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot number1
Sublot number3 HMA Mix Number320914

Test Details

DIME Sample ID: 2023-04-25-28
DIME Test ID: 2023-04-25-28-1
Testing Lab: CT D04 - Richmond 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: 2023-07-27

Test Results


What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Augusto Rios
Date of test: 04/26/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 3134.6 g
Mass of the specimen and specimen basket assembly prior to ignition: 4777.7 g
Mass of HMA Sample prior to ignition: 1643.1 g
Mass Loss: 130.3 g
Mass of aggregate remaining after ignition: 1512.8 g
Correction Factor (Percent by mass of HMA Specimen): 1.60 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 6.20 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/27/2023