Summary for Test 2023-06-08-37-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 994879
DEA: 034J5604
EFIS: 0323000207
DIST-CO-RTE-PM03---
Award Date03/08/2023
Closeout Date12/23/2024
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 11/15/2024)

Sample Information

Sample Taken Date06/08/2023 Sample Unique Key37
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 testing06/12/2023
Sample typeQuality Assurance A brief description of the sample1/2" RHMA-O
The quantity of what the sample constitutesboxes of mix From where was the sample collectedManufacturer
First name of sampler or witnessed byDavid Last name of sampler or witnessed byDrane
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeOGFC
HMA Grading1/2 inch Lot number2
Sublot number13 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: 2023-06-08-37
DIME Test ID: 2023-06-08-37-1
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2023-06-15

Test Results


What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Thomas Vang
Date of test: 06/13/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1603.9 g
Mass Loss: 121.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.09 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.02 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 7.46 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/15/2023