Summary for Test 2023-07-19-37-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/23/2021
Closeout DateNot set
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date07/19/2023 Sample Unique Key37
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 testing07/19/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A 15%RAP PG64-10
The quantity of what the sample constitutes252 Tons 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 sampler5596470032
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePorterville Asphalt & Rock PAI Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameNB TUL 99 N of Ave 264 Tagus

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number3
Sublot number35 HMA Mix Number

Test Details

DIME Sample ID: 2023-07-19-37
DIME Test ID: 2023-07-19-37-1
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: 2023-07-28

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 07/19/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2122.0 g
Mass Loss: 118.0 g
Correction Factor (Percent by mass of HMA Specimen): 0.35 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.07 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/28/2023