Summary for Test 2023-04-25-68-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215425 DEA: 06360244 EFIS: 0613000005 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-30.6/35.2 |
| Award Date | 04/26/2021 |
| Closeout Date | 08/31/2026 |
| 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 |
|---|---|---|---|
| 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: 2023-04-25-68-2
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2023-05-04
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 04/25/2023
Clay reading: 4.9
Sand reading: 3.2
Sand Equivalent: 66
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/4/2023 ✔