Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2022-01-10-4
TL Number from the TL Form:
Sample Submitted By Organization: Kleinfelder, Incorporated - Los Angeles
Sample Organization Contact: (909) 833-5780
Type of Sample: Per Request
Type of Material: Soil
Sample Taken Date: 01/10/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/10/2022
The quantity of what the sample constitutes: 1 bag
A brief description of the sample: Native Material
From where was the sample collected: Job Site
Laboratory sample identification: 220047
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Native Material
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-place material
Where the material sample would have been placed if not sampled:
DIME Test ID: 2022-01-10-4-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 01/10/2022
Date Tested: 01/10/2022
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:
Test Result Compliance:
Additional Comments When Verified:
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Is oversize material
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No
|
|
In-place wet density
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no data
|
|
Highest adjust wet density
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no data
|
|
Relative compaction
|
95
|
|
% Moisture
|
13.5 %
|
|
Optimum Moisture
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no data
|
DIME Test ID: 2022-01-10-4-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 01/13/2022
Date Tested: 01/10/2022
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:
Test Result Compliance:
Additional Comments When Verified:
|
Sum of Count or Density
|
24596 g/cc
|
|
Average of Count or Density
|
8199 g/cc
|
|
Sum of Moisture Count
|
7726 g/cc
|
|
Average of Moisture Count
|
2575 g/cc
|
|
Count Ratio Density
|
0.26
|
|
Count Ratio Moisture
|
0.31
|
|
Calculated Percent Relative Compaction
|
95 %
|
|
Reported Percent Relative Compaction
|
95 %
|
