Summary for Test 2024-10-15-25-1
Test performed: AASHTO T308-10Project Information
| Project Identifiers | Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042 |
|---|---|
| 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 | 10/15/2024 | Sample Unique Key | 25 |
|---|---|---|---|
| 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 | 10/16/2024 |
| 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 |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 1 | HMA Mix Number | 23J018 |
Test Details
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DIME Sample ID: 2024-10-15-25
DIME Test ID: 2024-10-15-25-1
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: 2024-10-16
Test Results
What temperature unit is used?: Celsius
Input Type: Calculated
Tester's full name: Jason Ruiz
Date of test: 10/16/2024
Test procedure used?: Method A
Mass of HMA Sample prior to ignition: 2065.2 g
Mass Loss: 108.3 g
Correction Factor (Percent by mass of HMA Specimen): 0.28 %
Moisture Content: 0 %
Temperature Compensation Factor: 0.15 %
Test Temperature: 538 C
Corrected Asphalt Binder Content: 4.81 %
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/16/2024 ✔