Summary for Test 2023-07-11-27-5
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 215109 DEA: 081C8504 EFIS: 0813000047 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-74-0.0/5.8 |
| Award Date | 11/12/2020 |
| Closeout Date | 06/02/2025 |
| Work Description | ROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS. |
| Location Description | RIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET |
| QA Service Level | 1 (Verified on 02/24/2021) |
Sample Information
| Sample Taken Date | 07/11/2023 | Sample Unique Key | 27 |
|---|---|---|---|
| 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 | 07/14/2023 |
| Sample type | Verification | A brief description of the sample | PSUE 3/4" HMA-A-SP R25 0.5% LAS |
| The quantity of what the sample constitutes | 3 Bags Of Agg., 1 Bag Rap | From where was the sample collected | Manufacturer |
| First name of sampler or witnessed by | Martin | Last name of sampler or witnessed by | Marietta QC |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 0366A-23 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | CCA- Lake Elsinore | 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) | 91-33-0098 |
|---|---|---|---|
| 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 | Belt Cut At CCA-Lake Elsinore | |
| Where the material sample would have been placed if not sampled | Asphalt Paving | Primary Aggregate Nominal Size | 3/4 inch |
| The concrete mix design number | 53417615FR | Lot number | |
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2023-07-11-27
DIME Test ID: 2023-07-11-27-5
Testing Lab: CT D08 - Fontana Southern Regional 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: 2023-10-04
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: M.L.
Date of test: 07/19/2023
Clay Level (Test 1): 5.9
Sand Level (Test 1): 3.7
Clay Level (Test 2): 6.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 6.4
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 63
Sand Equivalent (Test 2): 63
Sand Equivalent (Test 3): 63
Sand Equivalent: 63
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2023 ✔