Summary for Test 2020-02-03-10-2
Test performed: CTM 217-June 2011Project Information
Project Identifiers | Project ID: 214681 DEA: 021H5104 EFIS: 0216000148 |
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DIST-CO-RTE-PM | 02-TEH-99-9.0/9.3 |
Award Date | 11/04/2021 |
Closeout Date | 08/14/2023 |
Work Description | CHAMPLIN SLOUGH |
Location Description | REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 02/03/2020 | Sample Unique Key | 10 |
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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 | 02/04/2020 |
Sample type | Preliminary | A brief description of the sample | Soil |
The quantity of what the sample constitutes | Structural Section Recomendation | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Brian | Last name of sampler or witnessed by | Steiner |
Title of sampler | AAME | Telephone number of sampler | |
Laboratory sample identification | D78326 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 824578 |
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 | Unknown |
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The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | 02-TEH-99-9.25, Embankment, 0.5 - 1.0 foot Depth |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2020-02-03-10
DIME Test ID: 2020-02-03-10-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2020-02-19
Test Results
Number of tests: 1
Input Type: Measured
Tester's full name: Karen Spliethof
Date of test: 02/06/2020
Temperature correction: 0
Temperature of solution: 21.6
Clay reading (test 1): 13
Sand reading (test 1): 1.5
Sand equivalent (test 1): 12
Sand equivalent before temperature correction: 12
Sand equivalent after temperature correction: 12
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/19/2020 ✔