Summary for Test 2024-04-29-31-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994779
DEA: 034J1504
EFIS: 0323000124
DIST-CO-RTE-PM03-SAC-99-5/8.300000000000001
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date04/29/2024 Sample Unique Key31
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 testing05/01/2024
Sample typeQuality Assurance A brief description of the sample2 Boxes of Mix
The quantity of what the sample constitutes3/4" HMA 25% RAP From where was the sample collectedSource
First name of sampler or witnessed byRuben Last name of sampler or witnessed byOrozco
Title of samplerPlant OC Telephone number of sampler
Laboratory sample identificationDaily 24-016 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Bradshaw Transportation Laboratory (TL) NumberC 849498
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 Number

Test Details

DIME Sample ID: 2024-04-29-31
DIME Test ID: 2024-04-29-31-1
Testing Lab: CT D03 - Olivehurst Northern 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: 2024-05-02

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Joshua Wilson
Date of test: 05/02/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2054.4 g
Mass Loss: 106.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.60 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.56 %
General comments (publicly viewable) (Max 1000 characters): L1

Test was verified on 5/2/2024