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Sample Record for 2020-01-07-10

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

Project Information

Project ID: 214666 DEA: 022H8104 EFIS: 0217000012 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-1.67/45.12
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.
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Aldergrove Rd., Arcata, CA 95521
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-01-07-10
TL Number from the TL Form: 678222
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: 01/07/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/09/2020
The quantity of what the sample constitutes: Preliminary Design
A brief description of the sample: Soil for Use in Fill
From where was the sample collected: Job Site
Laboratory sample identification: D78323
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: In Situ

Material Information

The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Field No. TC-2
A detailed description of where the material sample was collected: 02-TRI-299-8.19, Embankment on South Side, 12 - 18 Inch Depth
Where the material sample would have been placed if not sampled: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2020-01-07-10-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 02/19/2020
Date Tested: 02/07/2020
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) 13
Liquid Limit (LL) 32 %
Plastic Limit (PL) 19 %

Test 2 of 3

DIME Test ID: 2020-01-07-10-3
Test Method: CTM 643-June 2007: Method for Determining Field and Laboratory Resistivity and pH Measurements for Soil and Water
Verified Date: 02/19/2020
Date Tested: 01/21/2020
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:
Minimum soil resistance corrected to 15.5 6158.5 Ohms
Minimum soil resistivity at 15.5 6159 Ohm-cm
Minimum soil resistance of the lab measurement 5650 Ohms
Soil sample temperature 19.1 C
pH of soil 6.49

Test 3 of 3

DIME Test ID: 2020-01-07-10-4
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Verified Date: 02/19/2020
Date Tested: 02/07/2020
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: Could not get raw data input to produce correct results. Calculated values were input directly.
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 95 %
Cumulative percent passing the 3/4 in. sieve 88 %
Cumulative percent passing the 1/2 in. sieve 77 %
Cumulative percent passing the 3/8 in. sieve 70 %
Cumulative percent passing the #4 sieve 52 %
Cumulative percent passing the #8 sieve 43 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 30 %
Cumulative percent passing the #50 sieve 25 %
Cumulative percent passing the #100 sieve 21 %
Cumulative percent passing the #200 sieve 18 %
Cumulative Percent Passing on 1 Micron 4 %
Cumulative Percent Passing on 5 Microns 9 %