Summary for Test 2023-06-01-16-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994788 DEA: 0600INF4 EFIS: 0622000064 |
---|---|
DIST-CO-RTE-PM | 06-FRE,FRE/FRE-33,99-44.4/46.8 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | NOT VERIFIED |
Sample Information
Sample Taken Date | 06/01/2023 | Sample Unique Key | 16 |
---|---|---|---|
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 testing | 06/02/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2 HMA-A |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Noah | Last name of sampler or witnessed by | Hunt |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Vulcan Ashlan | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
---|---|---|---|
HMA Grading | 1/2 inch | Lot number | 5 |
Sublot number | 4 | HMA Mix Number | 23J002 |
Test Details
DIME Sample ID: 2023-06-01-16
DIME Test ID: 2023-06-01-16-1
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: 2023-06-02
Test Results
What temperature unit is used?: Celsius
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 06/02/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 2879.1 g
Mass of the specimen and specimen basket assembly prior to ignition: 4562.8 g
Mass of HMA Sample prior to ignition: 1683.7 g
Mass Loss: 86.8 g
Mass of aggregate remaining after ignition: 1596.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.37 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.18 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.61 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/2/2023 ✔