Summary for Test 2025-06-18-38-1
Test performed: AASHTO T176-08Project Information
| Project Identifiers | Project ID: 1000682 DEA: 09379104 EFIS: 0919000005 |
|---|---|
| DIST-CO-RTE-PM | 09-INY-395-91.6/100.8 |
| Award Date | 02/20/2025 |
| Closeout Date | Not set |
| Work Description | CONSTRUCT HMA, CURB RAMPS, AND ELECTRICAL SYSTEMS. |
| Location Description | INYO COUNTY AT AND NEAR BIG PINE FROM 0.1 MILE SOUTH OF ELNA ROAD TO SOUTH JUNCTION ROUTE 168 |
| QA Service Level | 1 (Verified on 01/13/2025) |
Sample Information
| Sample Taken Date | 06/18/2025 | Sample Unique Key | 38 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/19/2025 | Sample type | Acceptance |
| A brief description of the sample | Class II Agg Base | The quantity of what the sample constitutes | 1 Bag of Base |
| From where was the sample collected | Source | First name of sampler or witnessed by | Dylan |
| Last name of sampler or witnessed by | Carapazza | Title of sampler | Consultant |
| Telephone number of sampler | Laboratory sample identification | 4644 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Grinding Rock - Independence | |
| Transportation Laboratory (TL) Number | AB-01 | 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) | 00-00-0000 |
|---|---|---|---|
| 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 | Stockpile at Pit | |
| Where the material sample would have been placed if not sampled | Primary Aggregate Nominal Size | 3/4 inch | |
| The concrete mix design number | Lot number | ||
| Sublot number | Aggregate Mix Number |
Test Details
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DIME Sample ID: 2025-06-18-38
DIME Test ID: 2025-06-18-38-1
Testing Lab: CT D09 - Bishop 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: 2025-06-20
Test Results
How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 06/19/2025
Clay Level (Test 1): 5.9
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 65
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 66
Sand Equivalent: 66
General comments (publicly viewable) (Max 1000 characters): AB-01
Test was verified on 6/20/2025 ✔