Summary for Test 2024-04-12-14-1

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 Date04/12/2024 Sample Unique Key14
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 testing04/12/2024
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A PG70-10
The quantity of what the sample constitutesL7SL8 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 sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartin Mariatta 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 number7
Sublot number8 HMA Mix Number

Test Details

DIME Sample ID: 2024-04-12-14
DIME Test ID: 2024-04-12-14-1
Testing Lab: CT D06 - Bakersfield 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: 2024-04-15

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 04/15/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2917.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 4930.9 g
Mass of HMA Sample prior to ignition: 2013.0 g
Mass Loss: 106.7 g
Mass of aggregate remaining after ignition: 1906.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.47 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.68 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-360244_37043__240412_L7SL8_T308pdf81.61 KB04/15/20242024-04-12-14-1   Info

Test was verified on 4/15/2024