Summary for Test 2022-01-20-52-2
Test performed: CTM 217-June 2011Project Information
Project Identifiers | Project ID: 215734 DEA: 024H0104 EFIS: 0218000068 |
---|---|
DIST-CO-RTE-PM | 02-PLU-70-78.3/90.3 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Not set |
Location Description | Not set |
QA Service Level | 1 (Verified on 07/08/2021) |
Sample Information
Sample Taken Date | 01/20/2022 | Sample Unique Key | 52 |
---|---|---|---|
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 | 01/21/2022 |
Sample type | Preliminary | A brief description of the sample | 1 bag of Soil |
The quantity of what the sample constitutes | 0.5 mile of drainage ditch | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Darrell | Last name of sampler or witnessed by | Valasek |
Title of sampler | MREA | Telephone number of sampler | |
Laboratory sample identification | D78994 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 824595 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
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 | 02-PLU-70-82.65-South ditch-0.5 to 15 ft depth | |
Where the material sample would have been placed if not sampled | In situ |
Test Details
DIME Sample ID: 2022-01-20-52
DIME Test ID: 2022-01-20-52-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2022-02-22
Test Results
Number of tests: 3
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 01/28/2022
Temperature correction: 0
Temperature of solution: 21.5
Clay reading (test 1): 8.6
Sand reading (test 1): 3.4
Clay reading (test 2): 8.3
Sand reading (test 2): 3.4
Clay reading (test 3): 8.4
Sand reading (test 3): 3.5
Sand equivalent (test 1): 40
Sand equivalent (test 2): 41
Sand equivalent (test 3): 42
Sand equivalent before temperature correction: 41
Sand equivalent after temperature correction: 41
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/22/2022 ✔