Summary for Test 2024-10-16-17-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 1000649
DEA: 061H3404
EFIS: 0625000042
DIST-CO-RTE-PM06-TUL-99-23.49
Award DateNot set
Closeout DateNot set
Work DescriptionBRIDGE REPAIR FOR BR #46 0192
Location DescriptionTulare County along NB SR 99 at Avenue 184 OC, Bridge #46 0192.
QA Service Level1 (Verified on 09/26/2024)

Sample Information

Sample Taken Date10/16/2024 Sample Unique Key17
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 testing10/17/2024
Sample typeQuality Assurance A brief description of the sampleHMA Type A
The quantity of what the sample constitutes10 Boxes 2 Bags 4 Cans From where was the sample collectedSource
First name of sampler or witnessed byQC Last name of sampler or witnessed byQC
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePorterville Rock and Recycle 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 number1
Sublot number2 HMA Mix Number23J018

Test Details

DIME Sample ID: 2024-10-16-17
DIME Test ID: 2024-10-16-17-1
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: 2024-10-17

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 10/17/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2099 g
Mass Loss: 105.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.28 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.62 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/17/2024