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Testing Report for 2020-01-07-10-4

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

Project Information

DEA: 022H8104
EFIS: 0217000012
Project ID: 214666
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: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown
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 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Preliminary
Type of Material: Soil
Sample Taken Date: 1/7/2020
Date that the sample was received by the laboratory/organization performing the testing: 1/9/2020
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 Information

DIME Test ID: 2020-01-07-10-4
Test Method: CTM 203-February 2008: Mechanical Analysis of Soils
Date Tested: 2/7/2020
Verified Date: 2/19/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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 :

Submitted Test Results

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 %