Summary for Test 2023-07-19-40-1

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 Date04/26/2021
Closeout Date08/31/2026
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 Key40
Date that the sample was received by the laboratory/organization performing the testing07/20/2023 Sample typeQuality Assurance
A brief description of the sample3/4 HMA-A 15%RAP PG64-10 The quantity of what the sample constitutes868 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
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number3
Sublot number37 HMA Mix Number
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: 2023-07-19-40
DIME Test ID: 2023-07-19-40-1
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: 2023-07-31

Test Results


What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 07/20/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2094.1 g
Mass Loss: 116.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.35 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.13 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.08 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-360244_37043_230719_L3SL37_SA-T027pdf119.48 KB07/31/20232023-07-19-40-1   Info

Test was verified on 7/31/2023 ✔