Summary for Test 2023-07-19-51-4
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 993629 DEA: 112N0874 EFIS: 1119000220 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-5,15,76,78-Var |
| Award Date | 05/27/2022 |
| Closeout Date | 02/27/2024 |
| Work Description | PPLY METHACRYLATE, PLACE POLYESTER CONCRETE OVERLAY Apply Methacrylate on bridge deck |
| Location Description | SAN DIEGO COUNTY AT VARIOUS LOCATIONS |
| QA Service Level | 1 (Verified on 03/21/2022) |
Sample Information
| Sample Taken Date | 07/19/2023 | Sample Unique Key | 51 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/20/2023 | Sample type | Quality Assurance |
| A brief description of the sample | 1/2" HMA | The quantity of what the sample constitutes | 8 boxes 3 bags |
| From where was the sample collected | Source | First name of sampler or witnessed by | Jesse |
| Last name of sampler or witnessed by | Fuentes | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | ||
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Vulcan Otay | |
| 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) | N/A |
|---|---|---|---|
| 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 | 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 | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-19-51
DIME Test ID: 2023-07-19-51-4
Testing Lab: CT D11 - District 11 Materials 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: 2023-09-01
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Melchor Oronoz
Date of test: 08/18/2023
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 78
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2023 ✔