Summary for Test 2024-10-16-17-1
Test performed: AASHTO T308-10Project Information
Project Identifiers | Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042 |
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DIST-CO-RTE-PM | 06-TUL-99-23.49 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | BRIDGE REPAIR FOR BR #46 0192 |
Location Description | Tulare County along NB SR 99 at Avenue 184 OC, Bridge #46 0192. |
QA Service Level | 1 (Verified on 09/26/2024) |
Sample Information
Sample Taken Date | 10/16/2024 | Sample Unique Key | 17 |
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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 | 10/17/2024 |
Sample type | Quality Assurance | A brief description of the sample | HMA Type A |
The quantity of what the sample constitutes | 10 Boxes 2 Bags 4 Cans | From where was the sample collected | Source |
First name of sampler or witnessed by | QC | Last name of sampler or witnessed by | QC |
Title of sampler | QC | Telephone number of sampler | |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Porterville Rock and Recycle | 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 | 1 |
Sublot number | 2 | HMA Mix Number | 23J018 |
Test Details
DIME Sample ID: 2024-10-16-17
DIME Test ID: 2024-10-16-17-1
Testing Lab: CT D06 - Visalia 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: 2024-10-17
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 10/17/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2099 g
Mass Loss: 105.7 g
Correction Factor (Percent by mass of HMA Specimen): 0.28 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.14 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.62 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2024 ✔