Summary for Test 2022-07-14-66-3
Test performed: CTM 217-June 2011Project Information
| Project Identifiers | Project ID: 993354 DEA: 023J1204 EFIS: 0222000010 |
|---|---|
| DIST-CO-RTE-PM | 02-BUT,BUT/PLU-70-22/45 (PLU), 4/45 |
| Award Date | 07/26/2021 |
| Closeout Date | 07/27/2023 |
| Work Description | Not set |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 11/01/2021) |
Sample Information
| Sample Taken Date | 07/14/2022 | Sample Unique Key | 66 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 07/14/2022 | Sample type | Informational |
| A brief description of the sample | 4 bags of Imported Borrow for Use in Structure Backfill | The quantity of what the sample constitutes | Process Tests on Import Borrow |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Terry |
| Last name of sampler or witnessed by | Schmitt | Title of sampler | TET |
| Telephone number of sampler | Laboratory sample identification | D79091 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Unknown | |
| Transportation Laboratory (TL) Number | 897188 | 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 | |
|---|---|---|---|
| The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Slide on Highway 70 | |
| Where the material sample would have been placed if not sampled |
Test Details
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DIME Sample ID: 2022-07-14-66
DIME Test ID: 2022-07-14-66-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-07-28
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 07/19/2022
Temperature correction: 0
Temperature of solution: 24.2
Clay reading (test 1): 6.7
Sand reading (test 1): 3.3
Clay reading (test 2): 6.7
Sand reading (test 2): 3.3
Clay reading (test 3): 6.8
Sand reading (test 3): 3.4
Sand equivalent (test 1): 50
Sand equivalent (test 2): 50
Sand equivalent (test 3): 50
Sand equivalent before temperature correction: 50
Sand equivalent after temperature correction: 50
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/28/2022 ✔