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Testing Report for 2021-07-27-28-1

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

Project Information

DEA: 024F8604
EFIS: 0213000043
Project ID: 212245
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-26.7/27.1
Work Description: ROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location Description: TRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Joel Gasik
Structure Rep.: Michael D Sears

Sample Information

DIME Sample ID: 2021-07-27-28
TL Number from the TL Form: 036777
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Soil
Sample Taken Date: 7/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 7/27/2021
The quantity of what the sample constitutes: Streambed restoration
A brief description of the sample: Engineered Streambed Material
From where was the sample collected: Manufacturer
Laboratory sample identification: D78914
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Steelhead Construction Junction City Quarry

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: Junction City Quarry
Where the material sample would have been placed if not sampled: 02 tri 36 pm 27 5

Test Information

DIME Test ID: 2021-07-27-28-1
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Date Tested: 8/6/2021
Verified Date: 8/16/2021
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:
Test Result Compliance: does not comply
Additional Comments When Verified :

Submitted Test Results

Individual mass retained on the 3 in. sieve: no data
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: 27 %
Cumulative percent passing the 3/4 in. sieve: 2 %
Cumulative percent passing the 1/2 in. sieve: 0.8 %
Cumulative percent passing the 3/8 in. sieve: 1 %
Cumulative percent passing the #4 sieve: 1 %
Cumulative percent passing the #8 sieve: 1 %
Cumulative percent passing the #16 sieve: 1 %
Cumulative percent passing the #30 sieve: 1 %
Cumulative percent passing the #50 sieve: 1 %
Cumulative percent passing the #100 sieve: 1 %
Cumulative percent passing the #200 sieve: 0.5 %