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Sample Record for 2022-02-12-23

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: 2022-02-12-23
TL Number from the TL Form: 876436
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: 02/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/25/2022
The quantity of what the sample constitutes: Existing soil at 02-PLU-70-63.05
A brief description of the sample: 1 bag of soil for use in GRE Design
From where was the sample collected: Job Site
Laboratory sample identification: D79004
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-70-63.05 from slope 0.0 to 1.0 ft depth
Where the material sample would have been placed if not sampled: In situ
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-02-12-23-1
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Verified Date: 03/08/2022
Date Tested: 02/25/2022
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:
Cumulative percent passing the 3 in. sieve 100 %
Cumulative percent passing the 2 1/2 in. sieve 100 %
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 97 %
Cumulative percent passing the 1/2 in. sieve 83 %
Cumulative percent passing the 3/8 in. sieve 75 %
Cumulative percent passing the #4 sieve 60 %
Cumulative percent passing the #8 sieve 50 %
Cumulative percent passing the #16 sieve 41 %
Cumulative percent passing the #30 sieve 33 %
Cumulative percent passing the #50 sieve 23 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 10 %
Cumulative Percent Passing on 1 Micron 1 %
Cumulative Percent Passing on 5 Microns 2 %