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Sample Record for 2022-07-26-37

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

Project Information

Project ID: 214524 DEA: 07304504 EFIS: 0714000067 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-57-R0.0/R4.5
Work Description: CONCRETE PAVEMENT, CONCRETE BARRIER, AND ELECTRICAL WORK.
Location Description: LOS ANGELES COUNTY IN DIAMOND BAR AND CITY OF INDUSTRY FROM ORANGE COUNTY LINE TO ROUTE 57/60 SEPARATION
Contractor Name: Griffith Company
Contractor Address: 3050 E. Birch Street, Brea, CA 92821
Resident Engineer: Martin Sandoval Structure Rep.: Avtar Bains

Sample Information

DIME Sample ID: 2022-07-26-37
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Quality Assurance
Type of Material: Soil
Sample Taken Date: 07/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2022
The quantity of what the sample constitutes: 100 Sq. Ft.
A brief description of the sample: Existing Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-1933
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Existing Subgrade

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: In-placed material
Where the material sample would have been placed if not sampled:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-07-26-37-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/03/2022
Date Tested: 07/26/2022
Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Organization Address: 620 South Magnolia Avenue, Building G,
Organization City: Ontario
Organization State: CA
Organization Zipcode: 91762
Organization Email: mdorsch@kleinfelder.com
Organization Phone: (909) 833-5780
General Comments for this Test: In-place wet density of 2.04 vs maximum wet density of 2.15
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.04
Highest adjust wet density 2.15
Relative compaction 95
% Moisture 7.8 %
Optimum Moisture 9.8 %