Summary for Test 2023-08-04-50-2

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 995074
DEA: 070Q9004
DIST-CO-RTE-PM07---
Award Date05/09/2022
Closeout Date09/04/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date08/04/2023 Sample Unique Key50
Date that the sample was received by the laboratory/organization performing the testing08/08/2023 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA-A-SP R15 0.5% LAS The quantity of what the sample constitutes20 BOXES OF HMA
From where was the sample collectedManufacturer First name of sampler or witnessed byBaher
Last name of sampler or witnessed byFakhoury Title of sampler
Telephone number of sampler Laboratory sample identification0401A
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Irwindale
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number220831A IRW LTR
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2023-08-04-50
DIME Test ID: 2023-08-04-50-2
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: 2023-08-23

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Antonio Torres
Date of test: 08/10/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2131.0 g
Mass Loss: 116.8 g
Correction Factor (Percent by mass of HMA Specimen): -0.68 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.66 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/23/2023 ✔