Summary for Test 2024-05-30-46-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215349
DEA: 081C0824
EFIS: 0816000087
DIST-CO-RTE-PM08-RIV-10-R104.9/R134.2
Award Date03/24/2021
Closeout Date01/06/2025
Work DescriptionPLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location DescriptionRIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
QA Service Level1 (Verified on 03/01/2021)

Sample Information

Sample Taken Date05/30/2024 Sample Unique Key46
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 testing06/03/2024
Sample typeAcceptance A brief description of the sample19 HMA A
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byAlberto Last name of sampler or witnessed byAlberto Pineda-Gonzalez
Title of samplerQA ATLAS Telephone number of sampler
Laboratory sample identification0270A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Sand and Gravel-Tempe Transportation Laboratory (TL) Number08 SRL
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 NumberCA125MA

Test Details

DIME Sample ID: 2024-05-30-46
DIME Test ID: 2024-05-30-46-1
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: 2024-06-07

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Dylan Nault
Date of test: 06/04/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2,152.2 g
Mass Loss: 105.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.78 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/7/2024