Summary for Test 2023-12-05-24-2
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 |
|---|---|
| DIST-CO-RTE-PM | 06-FRE-41-R27.4/R28.5 |
| Award Date | 11/08/2022 |
| Closeout Date | 08/31/2026 |
| Work Description | REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL. |
| Location Description | FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING |
| QA Service Level | 1 (Verified on 07/13/2022) |
Sample Information
| Sample Taken Date | 12/05/2023 | Sample Unique Key | 24 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/05/2023 | Sample type | Quality Assurance |
| A brief description of the sample | Native Structure Backfill Material | The quantity of what the sample constitutes | ample |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Arthur |
| Last name of sampler or witnessed by | Mills | Title of sampler | |
| Telephone number of sampler | 8033087727 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | On site | |
| 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 | Soil | The fabricator's/manufacturer's product name for the sample | Structural Backfill |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | North Side of pile | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2023-12-05-24
DIME Test ID: 2023-12-05-24-2
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-12-06
Test Results
Number of tests: 1
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 12/06/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 12.9
Sand reading (test 1): 2
Sand equivalent (test 1): 16
Sand equivalent before temperature correction: 16
Sand equivalent after temperature correction: 16
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/6/2023 ✔