Summary for Test 2023-02-16-33-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date02/16/2023 Sample Unique Key33
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 testing02/24/2023
Sample typeAcceptance A brief description of the sample3/4" HMA-A-SP R15 0.50 LAS
The quantity of what the sample constitutes1 box From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0155A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona 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 Number220831 CORD SJR

Test Details

DIME Sample ID: 2023-02-16-33
DIME Test ID: 2023-02-16-33-1
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-03-03

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 02/27/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2122.3 g
Mass Loss: 107.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.34 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 1000 F
Corrected Asphalt Binder Content: 4.60 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/3/2023