Summary for Test 2023-09-18-56-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 215648 DEA: 010L0404 EFIS: 0121000044 |
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DIST-CO-RTE-PM | 01-DN-101-12.0/16.5, 12.0-16.5 |
Award Date | 02/17/2021 |
Closeout Date | 05/22/2024 |
Work Description | Slide repair |
Location Description | Not set |
QA Service Level | 1 (Verified on 04/07/2021) |
Sample Information
Sample Taken Date | 09/18/2023 | Sample Unique Key | 56 |
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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 | 09/19/2023 |
Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A 15% RAP |
The quantity of what the sample constitutes | 750 Tons | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Lee | Last name of sampler or witnessed by | Renick |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 23-264 | Linked DIME Sample ID | 2023-09-18-55 |
The fabricator/manufacturer/facility name | Tidewater | 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 |
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HMA Grading | 1/2 inch | Lot number | |
Sublot number | HMA Mix Number | L191741 |
Test Details
DIME Sample ID: 2023-09-18-56
DIME Test ID: 2023-09-18-56-1
Testing Lab: CT D01 - District 1 Materials 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: 2023-09-22
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jayce Brown
Date of test: 09/20/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 1721.9 g
Mass Loss: 111.4 g
Correction Factor (Percent by mass of HMA Specimen): 0.52 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 5.95 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/22/2023 ✔