Summary for Test 2023-03-07-31-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 994509 DEA: 101R4004 EFIS: 1023000140 |
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DIST-CO-RTE-PM | 10-MER,MER/MER-5,59,152-22.6/32.5 |
Award Date | 02/09/2023 |
Closeout Date | 06/26/2023 |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 05/10/2023) |
Sample Information
Sample Taken Date | 03/07/2023 | Sample Unique Key | 31 |
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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 | 03/08/2023 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA |
The quantity of what the sample constitutes | 4 boxes | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Timothy | Last name of sampler or witnessed by | Trefz |
Title of sampler | TET | Telephone number of sampler | |
Laboratory sample identification | 23-H-15 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | George Reed Munn & Perkins Plant | Transportation Laboratory (TL) Number | C994591 |
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 | 3/4 inch | Lot number | 1 |
Sublot number | 4 | HMA Mix Number | 1 |
Test Details
DIME Sample ID: 2023-03-07-31
DIME Test ID: 2023-03-07-31-1
Testing Lab: CT D10 - District 10 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: 2023-04-19
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Calculated
Tester's full name: Hans Camenzind
Date of test: 03/09/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2094.0 g
Mass Loss: 120.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.51 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 5.12 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/19/2023 ✔