Summary for Test 2024-10-22-39-2
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 | 10/22/2024 | Sample Unique Key | 39 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/23/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" RHMA-G | The quantity of what the sample constitutes | 10 Box, 4 Bag, 4 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 | Materials Field Testing Rep |
| 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 | 9 | |
| Sublot number | 34 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-10-22-39
DIME Test ID: 2024-10-22-39-2
Testing Lab: CT D06 - Bakersfield 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: 2024-10-23
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: chris Elias
Date of test: 10/23/2024
Clay Level (Test 1): 4.3
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.3
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 86
Sand Equivalent (Test 2): 81
Sand Equivalent (Test 3): 82
Sand Equivalent: 83
General comments (publicly viewable) (Max 1000 characters):
Test File Attachments
| File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
|---|---|---|---|---|---|
| 06-360244_37044_241022_L9SL34_T027_RHMA | 43.10 KB | 10/23/2024 | 2024-10-22-39-2 | Info |
Test was verified on 10/23/2024 ✔