Summary for Test 2023-07-25-27-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 4844 DEA: 080C8504 MINOR: 08A1357 |
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DIST-CO-RTE-PM | 08-SBD-10-32.4/R35.2 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 2 (Verified on 06/23/2021) |
Sample Information
Sample Taken Date | 07/25/2023 | Sample Unique Key | 27 |
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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 | 07/26/2023 |
Sample type | Department Acceptance | A brief description of the sample | 3/4" HMA-A-SP-R25 0.5% LAS |
The quantity of what the sample constitutes | 2 BOXES OF HMA | From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Larry | Last name of sampler or witnessed by | TE |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | 0388A-23 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | California Commercial Asphalt - Lake Elsinore | 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 | 3/4 inch | Lot number | |
Sublot number | HMA Mix Number | 53417615FR |
Test Details
DIME Sample ID: 2023-07-25-27
DIME Test ID: 2023-07-25-27-1
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-07-31
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Edwin Rojas
Date of test: 07/27/2023
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2149.6 g
Mass Loss: 120.5 g
Correction Factor (Percent by mass of HMA Specimen): 0.51 %
Moisture Content: 0 %
Temperature Compensation Factor: 0 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.99 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/31/2023 ✔