Summary for Test 2019-10-17-16-3
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 214706 DEA: 120M8204 EFIS: 1214000041 |
|---|---|
| DIST-CO-RTE-PM | 12-ORA-1-7.9/10.5 |
| Award Date | Not set |
| Closeout Date | 07/03/2024 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 12/10/2020) |
Sample Information
| Sample Taken Date | 10/17/2019 | Sample Unique Key | 16 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 10/29/2019 | Sample type | Preliminary |
| A brief description of the sample | SOIL SAMPLE OF SUBGRADE 2'-4' DEPTH | The quantity of what the sample constitutes | 1 BAG |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | JOSE |
| Last name of sampler or witnessed by | MENDEZ | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | 8771 | |
| Linked DIME Sample ID | 2019-10-17-16 | The fabricator/manufacturer/facility name | NATIVE SOIL |
| Transportation Laboratory (TL) Number | C936702 | Inspector Lot Number from the Transportation Laboratory (TL) Form | MB-07 |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Soil | The fabricator's/manufacturer's product name for the sample | Unknown |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | SR-01 PCH MB-07 |
| Where the material sample would have been placed if not sampled | Unknown |
Test Details
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DIME Sample ID: 2019-10-17-16
DIME Test ID: 2019-10-17-16-3
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-03-18
Test Results
Number of tests: 2
Input Type: Calculated
Tester's full name: HUSNI ANKIR
Date of test: 10/30/2019
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 13.5
Sand reading (test 1): 2.7
Clay reading (test 2): 13.7
Sand reading (test 2): 2.8
Sand equivalent (test 1): 20
Sand equivalent (test 2): 21
Sand equivalent before temperature correction: 21
Sand equivalent after temperature correction: 21
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/18/2020 ✔