Summary for Test 2023-10-27-58-1

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 Date10/27/2023 Sample Unique Key58
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 testing10/27/2023
Sample typeVerification A brief description of the sample3/4" HMA -A R15% PG 64-10
The quantity of what the sample constitutes327 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 sampler5594670032
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 number5
Sublot number15 HMA Mix Number

Test Details

DIME Sample ID: 2023-10-27-58
DIME Test ID: 2023-10-27-58-1
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: 2023-11-08

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Doug Ruff
Date of test: 10/27/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2109.0 g
Mass Loss: 110.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.28 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.83 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-360244_37043__231027_L5SL15_SA-T308pdf164.85 KB11/08/20232023-10-27-58-1   Info

Test was verified on 11/8/2023