Summary for Test 2023-03-03-44-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994517 DEA: 043Y1404 EFIS: 0423000201 |
|---|---|
| DIST-CO-RTE-PM | 04-NAP-12,29,121-var/var |
| Award Date | 01/15/2023 |
| Closeout Date | 09/12/2023 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | NOT VERIFIED |
Sample Information
| Sample Taken Date | 03/03/2023 | Sample Unique Key | 44 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/06/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2 HMA-SP Type A | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Christian |
| Last name of sampler or witnessed by | Sousa | Title of sampler | QC Manager |
| Telephone number of sampler | 5306513393 | Laboratory sample identification | Con_23_211 |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Vallejo | |
| 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) | 91-48-0002 |
|---|---|---|---|
| The fabricator's/manufacturer's product name for the sample | 1/2 HMA-SP Type A | The fabricator/manufacturer designation for the sample | Drum Plant |
| The plant number | 87 | A detailed description of where the material sample was collected | coldfeed |
| Where the material sample would have been placed if not sampled | Digouts | Primary Aggregate Nominal Size | 1/2 inch |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number | 320914 |
Test Details
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DIME Sample ID: 2023-03-03-44
DIME Test ID: 2023-03-03-44-1
Testing Lab: CT D04 - Concord 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: 2023-03-22
Test Results
How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Anthony Ibarra
Date of test: 03/07/2023
Clay reading: 5.4
Sand reading: 3.9
Sand Equivalent: 73
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/22/2023 ✔