Summary for Test 2020-05-06-29-4
Test performed: CTM 204-June 2010Project Information
Project Identifiers | Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125 |
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DIST-CO-RTE-PM | 02-SHA-5-R3.8/R11.7 |
Award Date | 11/06/2018 |
Closeout Date | 08/16/2023 |
Work Description | WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB |
Location Description | SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING |
QA Service Level | 1 (Verified on 12/31/2018) |
Sample Information
Sample Taken Date | 05/06/2020 | Sample Unique Key | 29 |
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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 | 05/06/2020 |
Sample type | Authorization | A brief description of the sample | Soil for Embankment |
The quantity of what the sample constitutes | Process Test for Proposed Fill | From where was the sample collected | Source |
First name of sampler or witnessed by | Mike | Last name of sampler or witnessed by | Antonetti |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | D78421 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Shea Sand and Gravel, Redding, CA | Transportation Laboratory (TL) Number | 036605 |
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 |
---|---|---|---|
The fabricator/manufacturer designation for the sample | Unknown | A detailed description of where the material sample was collected | Stockpile at Plant |
Where the material sample would have been placed if not sampled | Unknown |
Test Details
DIME Sample ID: 2020-05-06-29
DIME Test ID: 2020-05-06-29-4
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: 2020-07-02
Test Results
The test method used?: Plastic Index
Input Type: Measured
Tester's full name: TRM
Date of test: 06/30/2020
Liquid Limit (LL): 24 %
Plastic Limit (PL): 19 %
Plastic Index(PI): 5
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/2/2020 ✔