Summary for Test 2023-02-21-83-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 993301
DEA: 060U2804
EFIS: 0615000293
DIST-CO-RTE-PM06-TUL-245-1.4,4.2
Award Date01/03/2022
Closeout DateNot set
Work DescriptionPRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location DescriptionTULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
QA Service Level1 (Verified on 10/11/2021)

Sample Information

Sample Taken Date02/21/2023 Sample Unique Key83
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 testing02/21/2023
Sample typeQuality Assurance A brief description of the sample3/4" HMA-A
The quantity of what the sample constitutes800 tons From where was the sample collectedSupplier
First name of sampler or witnessed byJason Last name of sampler or witnessed byRuiz
Title of samplerConsultant Tester Telephone number of sampler5592890420
Laboratory sample identification Linked DIME Sample ID
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

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number2 HMA Mix Number

Test Details

DIME Sample ID: 2023-02-21-83
DIME Test ID: 2023-02-21-83-1
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: 2023-05-12

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Shoaib Ahmed
Date of test: 02/21/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2035.0 g
Mass Loss: 114.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.39 %
Moisture Content: 0.01 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.12 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-0U2804_37043__230221_SA_L1SL2-T308pdf162.55 KB05/12/20232023-02-21-83-1   Info

Test was verified on 5/12/2023