Summary for Test 2023-09-05-38-4

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994620
DEA: 120T6304
EFIS: 1222000073
DIST-CO-RTE-PM12-ORA-39-3.2/5.8
Award Date06/12/2023
Closeout Date06/18/2024
Work DescriptionCOLD PLANE AC PVMT AND PLACE RHMA.
Location DescriptionORANGE COUNTY IN HUNTINGTON BEACH FROM ELLIS AVENUE/MAIN STREET TO STARK DRIVE
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date09/05/2023 Sample Unique Key38
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 testing09/08/2023
Sample typeProduction Start-Up A brief description of the sample3/4" HMA-A-SP 0.25% EVO
The quantity of what the sample constitutes20 BOXES OF HMA From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ NOBLE Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0462A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Orange 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 Number36R2503SPWEO

Test Details

DIME Sample ID: 2023-09-05-38
DIME Test ID: 2023-09-05-38-4
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: 2023-09-20

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Vincent Onoh
Date of test: 09/09/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2,122.0 g
Mass Loss: 117.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.37 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.01 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/20/2023