Summary for Test 2024-01-28-13-4
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 213457 DEA: 11430434 EFIS: 1118000197 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-8-12.9/14.6,14.9 |
| Award Date | 07/16/2022 |
| Closeout Date | 08/21/2025 |
| Work Description | HMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER. |
| Location Description | SAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD |
| QA Service Level | 1 (Verified on 06/22/2018) |
Sample Information
| Sample Taken Date | 01/28/2024 | Sample Unique Key | 13 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 01/29/2024 |
| Sample type | Quality Assurance | A brief description of the sample | 1/2" HMA-A |
| The quantity of what the sample constitutes | 12 boxes 6 bags | From where was the sample collected | Source |
| First name of sampler or witnessed by | Ben | Last name of sampler or witnessed by | Smith |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 7815-PSU | Linked DIME Sample ID | 2024-01-28-12 |
| 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) | 91-37-0035 |
|---|---|---|---|
| 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: 2024-01-28-13
DIME Test ID: 2024-01-28-13-4
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: 2024-03-04
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 02/08/2024
Clay Level (Test 1): 6.5
Sand Level (Test 1): 4
Clay Level (Test 2): 7
Sand Level (Test 2): 4.3
Clay Level (Test 3): 6.9
Sand Level (Test 3): 4.4
Sand Equivalent (Test 1): 62
Sand Equivalent (Test 2): 62
Sand Equivalent (Test 3): 64
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters): Complies
Test was verified on 3/4/2024 ✔