Summary for Test 2025-01-20-7-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994084 DEA: 060U8804 EFIS: 0616000074 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-26.3/27.6 |
| Award Date | 01/23/2023 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY |
| Location Description | ON STATE ROUTE 99 |
| QA Service Level | 1 (Verified on 03/13/2023) |
Sample Information
| Sample Taken Date | 01/20/2025 | Sample Unique Key | 7 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 01/20/2025 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA Type A | The quantity of what the sample constitutes | 10 Box, 2 Bag, 2 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | Martika |
| Last name of sampler or witnessed by | Hall | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Martin Marietta - Visalia | |
| 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) | 91-54-0038 |
|---|---|---|---|
| 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 | HMA Plant Cold Feed | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | 1 | |
| Sublot number | 23 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-01-20-7
DIME Test ID: 2025-01-20-7-2
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: 2025-01-21
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Chris Elias
Date of test: 01/21/2025
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5
Sand Level (Test 3): 3.6
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 72
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/21/2025 ✔