Summary for Test 2023-06-11-5-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994788 DEA: 061E5504 EFIS: 0622000064 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE,FRE/FRE-33,99-44.4/46.8 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/06/2024) |
Sample Information
| Sample Taken Date | 06/11/2023 | Sample Unique Key | 5 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/12/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2 Hot Mix Asphalt Coldfeed Agg | The quantity of what the sample constitutes | 750 Tons |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Noah |
| Last name of sampler or witnessed by | Hunt | Title of sampler | Materials Tester |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | 2023-06-11-3 | The fabricator/manufacturer/facility name | Vulcan Ashlan |
| 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) | 91-20-0016 |
|---|---|---|---|
| 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 | Cold Feed from Diverted Belt at Plant | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 1/2 inch | |
| The concrete mix design number | Lot number | 5 | |
| Sublot number | 7 | Aggregate Mix Number |
Test Details
DIME Sample ID: 2023-06-11-5
DIME Test ID: 2023-06-11-5-2
Testing Lab: CT D06 - Millbrook 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: 2023-06-12
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 06/12/2023
Clay reading: 5.6
Sand reading: 4.8
Sand Equivalent: 86
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 6/12/2023 ✔
