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Testing Report for 2020-02-03-10-1

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

Project Information

Project ID: 214681 DEA: 021H5104 EFIS: 0216000148 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-99-9.0/9.3
Work Description: CHAMPLIN SLOUGH
Location Description: REPLACE BRIDGE IN TEHAMA COUNTY NEAR LOS MOLINOS FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF CHAMPLIN SLOUGH
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-02-03-10
TL Number from the TL Form: 824578
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: 02/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/04/2020
The quantity of what the sample constitutes: Structural Section Recomendation
A brief description of the sample: Soil
From where was the sample collected: Job Site
Laboratory sample identification: D78326
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: Unknown
A detailed description of where the material sample was collected: 02-TEH-99-9.25, Embankment, 0.5 - 1.0 foot Depth
Where the material sample would have been placed if not sampled: Unknown

Test Information

DIME Test ID: 2020-02-03-10-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Verified Date: 02/19/2020
Date Tested: 02/05/2020
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: End result is correct. Fields are poorly named. It is not clear which values are desired in some fields.
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Cumulative mass retained on the 3 in. sieve 0 grams
Cumulative mass retained on the 2 1/2 in. sieve 0 grams
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 90 %
Cumulative percent passing the 1/2 in. sieve 81 %
Cumulative percent passing the 3/8 in. sieve 76 %
Cumulative percent passing the #4 sieve 64 %
Cumulative percent passing the #8 sieve 55 %
Cumulative percent passing the #16 sieve 49 %
Cumulative percent passing the #30 sieve 44 %
Cumulative percent passing the #50 sieve 40 %
Cumulative percent passing the #100 sieve 37 %
Cumulative percent passing the #200 sieve 34 %