Summary for Test 2023-03-03-18-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 994171 DEA: 070Q9204 EFIS: 0721000110 MINOR: 07A5369 |
|---|---|
| DIST-CO-RTE-PM | 07--- |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 08/18/2022) |
Sample Information
| Sample Taken Date | 03/03/2023 | Sample Unique Key | 18 |
|---|---|---|---|
| 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 | 03/06/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 3/8" HMA dike |
| The quantity of what the sample constitutes | 45 tons | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Victor | Last name of sampler or witnessed by | Pham |
| Title of sampler | TET | Telephone number of sampler | |
| Laboratory sample identification | 23-026 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Vulcan Materials Sun Valley | Transportation Laboratory (TL) Number | 0303A2 |
| 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 | 3/8 inch | Lot number | |
| Sublot number | HMA Mix Number | 421500 |
Test Details
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DIME Sample ID: 2023-03-03-18
DIME Test ID: 2023-03-03-18-1
Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953
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: 2023-03-07
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Daniel Gomez
Date of test: 03/07/2023
Test procedure used?: Method A
Mass of the specimen basket assembly: 4013.9 g
Mass of the specimen and specimen basket assembly prior to ignition: 5541.4 g
Mass of HMA Sample prior to ignition: 1527.5 g
Mass Loss: 97.9 g
Mass of aggregate remaining after ignition: 1429.6 g
Correction Factor (Percent by mass of HMA Specimen): 0.00 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.00 %
Test Temperature: 1000.4 F
Corrected Asphalt Binder Content: 6.41 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/7/2023 ✔