Summary for Test 2025-08-22-60-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1001312 DEA: 11432844 EFIS: 1125000219 |
|---|---|
| DIST-CO-RTE-PM | 11---unknown |
| Award Date | 06/02/2025 |
| Closeout Date | 01/30/2026 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 08/22/2025 | Sample Unique Key | 60 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 08/27/2025 | Sample type | Per Request |
| A brief description of the sample | Plant Sample | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Supplier | First name of sampler or witnessed by | Gerardo |
| Last name of sampler or witnessed by | Cordero | Title of sampler | TET |
| Telephone number of sampler | 6199366795 | Laboratory sample identification | 25-08-22-60-A |
| Linked DIME Sample ID | 2025-08-22-59 | The fabricator/manufacturer/facility name | Vulcan Otay |
| 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) | Not Provided |
|---|---|---|---|
| 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 | Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1-1/2 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 820801 Otay Val |
Test Details
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DIME Sample ID: 2025-08-22-60
DIME Test ID: 2025-08-22-60-2
Testing Lab: CT D11 - District 11 Materials 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: 2025-09-30
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 09/24/2025
Clay Level (Test 1): 5
Sand Level (Test 1): 3.6
Clay Level (Test 2): 6
Sand Level (Test 2): 4.2
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 70
Sand Equivalent: 71
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 9/30/2025 ✔