Summary for Test 2023-09-08-71-2
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 994611 DEA: 112N1214 EFIS: 1121000171 |
|---|---|
| DIST-CO-RTE-PM | 11-SD-94-39.0/R49.9 |
| Award Date | 06/06/2023 |
| Closeout Date | 06/11/2024 |
| Work Description | MICROSURFACING, SHOULDER BACKING, RUMBLE STRIP, & STRIPING. |
| Location Description | SAN DIEGO NEAR POTRERO AND CANYON CITY FROM JUNCTION ROUTE 188 TO 3 MILES EAST OF CAMPO CREEK BRIDGE (BR NO. 57-0118) |
| QA Service Level | 1 (Verified on 07/18/2023) |
Sample Information
| Sample Taken Date | 09/08/2023 | Sample Unique Key | 71 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/14/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Aggregates | The quantity of what the sample constitutes | 1 bag |
| From where was the sample collected | Source | First name of sampler or witnessed by | Leonard |
| Last name of sampler or witnessed by | Beystrum | Title of sampler | |
| Telephone number of sampler | Laboratory sample identification | 9103-S | |
| 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) | 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: 2023-09-08-71
DIME Test ID: 2023-09-08-71-2
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: 2024-01-24
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Mohammad Abbassi
Date of test: 01/02/2024
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.3
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 75
Sand Equivalent: 75
General comments (publicly viewable) (Max 1000 characters): Complies min 60
Test was verified on 1/24/2024 ✔