Summary for Test 2023-11-17-60-1

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 Date11/17/2023 Sample Unique Key60
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 testing12/05/2023
Sample typeAcceptance A brief description of the sample3/4" HMA-A-SP R15 0.50% LAS
The quantity of what the sample constitutes3 BOXES OF HMA From where was the sample collectedManufacturer
First name of sampler or witnessed byVULCAN-CORONA DRUM Last name of sampler or witnessed byVULCAN
Title of samplerVULCAN QC Telephone number of sampler
Laboratory sample identification0603A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVULCAN-CORONA DRUM 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 number4
Sublot number103 HMA Mix Number220831 CORD SJR

Test Details

DIME Sample ID: 2023-11-17-60
DIME Test ID: 2023-11-17-60-1
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: 2023-12-12

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 12/07/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2176.0 g
Mass Loss: 114.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.37 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.11 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.77 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/12/2023