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Sample Record for 2022-05-17-45

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212779 DEA: 021H5804 EFIS: 0216000024 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-58.4/R78.4
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mike Zdenek Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-05-17-45
TL Number from the TL Form: 876443
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Preliminary
Type of Material: Soil
Sample Taken Date: 05/17/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/18/2022
The quantity of what the sample constitutes: Soil for use in Embankment (CR-ATT-3)
A brief description of the sample: 1 bag of Soil
From where was the sample collected: Job Site
Laboratory sample identification: D79035
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown

Material Information

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-70-61.9 at ditch below cut slope, 0.0 to 0.5 ft depth
Where the material sample would have been placed if not sampled: In situ

Test Results

Test 1 of 1

DIME Test ID: 2022-05-17-45-1
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 06/06/2022
Date Tested: 05/27/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Plastic Index(PI) 4
Liquid Limit (LL) 29 %
Plastic Limit (PL) 25 %