Summary for Test 2020-01-07-9-2
Test performed: CTM 204-June 2010Project Information
Project Identifiers | Project ID: 214666 DEA: 022H8104 EFIS: 0217000012 |
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DIST-CO-RTE-PM | 02-TRI-299-1.67/45.12 |
Award Date | 03/03/2022 |
Closeout Date | 08/11/2023 |
Work Description | TRINITY CULVERTS |
Location Description | CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD. |
QA Service Level | 1 (Verified on 03/02/2020) |
Sample Information
Sample Taken Date | 01/07/2020 | Sample Unique Key | 9 |
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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 | 01/09/2020 |
Sample type | Preliminary | A brief description of the sample | Soil for Use in Fill |
The quantity of what the sample constitutes | Preliminary Design | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Scott | Last name of sampler or witnessed by | Lewis |
Title of sampler | Engineering Geologist | Telephone number of sampler | |
Laboratory sample identification | D78322 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | In Situ | Transportation Laboratory (TL) Number | 678221 |
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 | Field No. TC-1 | A detailed description of where the material sample was collected | 02-TRI-299-8.19, Embankment on South Side, 6 - 12 inch Depth |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2020-01-07-9
DIME Test ID: 2020-01-07-9-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Test Release Date: 2020-02-19
Test Results
The test method used?: Plastic Index
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 02/07/2020
Liquid Limit (LL): 43.1 %
Plastic Limit (PL): 23.6 %
Plastic Index(PI): 20
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 2/19/2020 ✔