Summary for Test 2023-09-28-52-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993815
DEA: 081C0814
EFIS: 0816000086
DIST-CO-RTE-PM08-RIV-10-R60.7/R74.3
Award Date03/28/2022
Closeout DateNot set
Work DescriptionI-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT
Location DescriptionCoachella
QA Service Level1 (Verified on 05/03/2022)

Sample Information

Sample Taken Date09/28/2023 Sample Unique Key52
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 testing10/04/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-A-SP R24 0.5% LAS
The quantity of what the sample constitutes3 BOXES OF HMA From where was the sample collectedManufacturer
First name of sampler or witnessed byHector Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0507A-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMM-COACHELLA 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 Number43417155

Test Details

DIME Sample ID: 2023-09-28-52
DIME Test ID: 2023-09-28-52-1
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: 2023-10-09

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Carlos Lievanos
Date of test: 10/05/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2,144.0 g
Mass Loss: 96.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.40 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.07 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.03 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/9/2023