Summary for Test 2023-04-16-4-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994787 DEA: 061F7004 EFIS: 0623000145 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-4/15.5 |
| Award Date | 03/13/2023 |
| Closeout Date | 02/26/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 01/17/2024) |
Sample Information
| Sample Taken Date | 04/16/2023 | Sample Unique Key | 4 |
|---|---|---|---|
| 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 | 04/17/2023 |
| Sample type | Department Acceptance | A brief description of the sample | 1x4 Agg 3/4 HMA-A- |
| The quantity of what the sample constitutes | 244 | From where was the sample collected | Supplier |
| First name of sampler or witnessed by | Doug | 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 | 22J026 | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-04-16-4
DIME Test ID: 2023-04-16-4-2
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: 2023-05-25
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 05/17/2023
Clay reading: 4.7
Sand reading: 3.4
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/25/2023 ✔