Summary for Test 2023-05-04-41-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994787
DEA: 061F7004
EFIS: 0623000145
DIST-CO-RTE-PM06-TUL-99-4/15.5
Award Date03/13/2023
Closeout Date02/26/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 01/17/2024)

Sample Information

Sample Taken Date05/04/2023 Sample Unique Key41
Date that the sample was received by the laboratory/organization performing the testing05/04/2023 Sample typeDepartment Acceptance
A brief description of the sample3/4 HMA -A No Rap PG70-10 The quantity of what the sample constitutes312 Ton
From where was the sample collectedSupplier First name of sampler or witnessed byDoug
Last name of sampler or witnessed byRuff Title of samplerConsultant Tester
Telephone number of sampler5594670032 Laboratory sample identification
Linked DIME Sample ID2023-05-04-39 The fabricator/manufacturer/facility namePorterville Rock and Recycle PAI
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 Number22J026
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: 2023-05-04-41
DIME Test ID: 2023-05-04-41-1
Testing Lab: CT D06 - Visalia Field 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: 2023-05-24

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Doug Ruff
Date of test: 05/04/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2064.0 g
Mass Loss: 115.2 g
Correction Factor (Percent by mass of HMA Specimen): 0.39 %
Moisture Content: 0.01 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.04 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/24/2023 ✔