Summary for Test 2023-04-25-68-4
Test performed: AASHTO T209-22Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/23/2021 |
| Closeout Date | Not set |
| Work Description | Widen Freeway & Bridge Construction (Concrete Bridge) |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 04/25/2023 | Sample Unique Key | 68 |
|---|---|---|---|
| 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 | 04/25/2023 |
| Sample type | Quality Assurance | A brief description of the sample | 3/4" HMA-A |
| The quantity of what the sample constitutes | 354 Tons | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Dough | Last name of sampler or witnessed by | Ruff |
| Title of sampler | Consultant Tester | Telephone number of sampler | 5594670032 |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | Porterville Rock and Recycle PAI | 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 | Aggregate | Source Identification (SMARA, name of Pit or Job Site) | Unknown |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | The fabricator/manufacturer designation for the sample | ||
| The plant number | A detailed description of where the material sample was collected | Conveyor Belt | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | 22-J-017 | Lot number | 2 |
| Sublot number | 16 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-25-68
DIME Test ID: 2023-04-25-68-4
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: 2023-05-04
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: Doug Ruff
Date of test: 04/25/2023
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water 1: 7317.7 grams
Mass of oven-dry sample in air for Sample 1: 2513.7 grams
Mass of container filled with the sample and water for Sample 1: 8896.1 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.688
Theoretical maximum density at 25°C (77°F): 2680.2 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2023 ✔