Summary for Test 2023-04-06-26-1

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
Award Date05/27/2022
Closeout DateNot set
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date04/06/2023 Sample Unique Key26
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 testing04/07/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-A R25
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byTomas Last name of sampler or witnessed bySilva
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Colinga 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 number3
Sublot number2 HMA Mix Number

Test Details

DIME Sample ID: 2023-04-06-26
DIME Test ID: 2023-04-06-26-1
Testing Lab: CT D06 - Millbrook 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: 2023-04-12

Test Results

What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/06/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2856.7 g
Mass of the specimen and specimen basket assembly prior to ignition: 4901.5 g
Mass of HMA Sample prior to ignition: 2044.8 g
Mass Loss: 123.0 g
Mass of aggregate remaining after ignition: 1921.8 g
Correction Factor (Percent by mass of HMA Specimen): 0.99 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.12 %
Test Temperature: 482 C
Corrected Asphalt Binder Content: 4.91 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
IMG_0399JPG3964.44 KB04/12/20232023-04-06-26-1   Info

Test was verified on 4/12/2023