Summary for Test 2024-10-16-18-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042 |
|---|---|
| DIST-CO-RTE-PM | 06-TUL-99-23.49 |
| Award Date | 09/10/2024 |
| Closeout Date | 05/09/2025 |
| Work Description | BRIDGE REPAIR FOR BR #46 0192 |
| Location Description | Tulare County along NB SR 99 at Avenue 184 OC, Bridge #46 0192. |
| QA Service Level | 1 (Verified on 09/26/2024) |
Sample Information
| Sample Taken Date | 10/16/2024 | Sample Unique Key | 18 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/17/2024 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4 HMA Type A | The quantity of what the sample constitutes | 10 Box, 4 Bag, 2 Can |
| From where was the sample collected | Source | First name of sampler or witnessed by | QC |
| Last name of sampler or witnessed by | QC | Title of sampler | QC |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Porterville Rock and Recycle | |
| 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 | 2 | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2024-10-16-18
DIME Test ID: 2024-10-16-18-2
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: 2024-10-17
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jason Ruiz
Date of test: 10/17/2024
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 74
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/17/2024 ✔