Summary for Test 2024-10-16-17-2
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-23.49 |
| Award Date | 09/10/2024 |
| Closeout Date | 05/09/2025 |
| 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 |
|---|---|---|---|
| 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 | Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 1 |
| Sublot number | 2 | HMA Mix Number | 23J018 |
| Binder content (%) | Not set | Virgin binder PG | Not set |
| Design binder PG | Not set | Binder Supplier | Not set |
| RAP content (%) | Not set | WMA Additives | Not set |
| Antistrip type | Not set |
Test Details
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DIME Sample ID: 2024-10-16-17
DIME Test ID: 2024-10-16-17-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2024-10-17
Test Results
Number of Samples: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 10/17/2024
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7318.7 grams
Mass of oven-dry sample in air for Sample 1: 2510.9 grams
Mass of container filled with the sample and water for Sample 1: 8899.3 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.699
Theoretical maximum density at 25°C (77°F): 2691 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2024 ✔