Summary for Test 2024-02-15-1-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 215348 DEA: 060U4204 EFIS: 0616000004 |
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DIST-CO-RTE-PM | 06-FRE-99-R4.9/11.6 |
Award Date | 02/25/2021 |
Closeout Date | Not set |
Work Description | CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION. |
Location Description | FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING |
QA Service Level | 1 (Verified on 12/07/2020) |
Sample Information
Sample Taken Date | 02/15/2024 | Sample Unique Key | 1 |
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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 | 02/15/2024 |
Sample type | Quality Assurance | A brief description of the sample | 3/4 HMA |
The quantity of what the sample constitutes | 12 boxes | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Jonathon | Last name of sampler or witnessed by | chaney |
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 |
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HMA Grading | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number |
Test Details
DIME Sample ID: 2024-02-15-1
DIME Test ID: 2024-02-15-1-1
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: 2024-02-16
Test Results
What temperature unit is used?: Fahrenheit
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 02/16/2024
Test procedure used?: Method A
Mass of the specimen basket assembly: 2874.3 g
Mass of the specimen and specimen basket assembly prior to ignition: 4943.2 g
Mass of HMA Sample prior to ignition: 2068.9 g
Mass Loss: 97.8 g
Mass of aggregate remaining after ignition: 1971.1 g
Correction Factor (Percent by mass of HMA Specimen): 0.36 %
Moisture Content: 0.00 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 F
Corrected Asphalt Binder Content: 4.23 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/16/2024 ✔