Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work Description: CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description: LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 TOWNSGATE RD. SUITE 200, WESTLAKE VILLAGE, CA 91361
Resident Engineer: George Saker Structure Rep.: Danny Lalonde
DIME Sample ID: 2022-08-23-75
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: 08/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2022
The quantity of what the sample constitutes: 3152 Sq. Ft.
A brief description of the sample: Existing Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-2221
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Existing Subgrade
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:
DIME Test ID: 2022-08-23-75-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 08/29/2022
Date Tested: 08/23/2022
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 2.02 vs maximum wet density of 2.13.
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.02
|
|
Highest adjust wet density
|
2.13
|
|
Relative compaction
|
95
|
|
% Moisture
|
6.9 %
|
|
Optimum Moisture
|
8.9 %
|
DIME Test ID: 2022-08-23-75-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 08/29/2022
Date Tested: 08/23/2022
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 2.02 vs maximum wet density of 2.13.
Test Result Compliance:
Additional Comments When Verified:
|
Sum of Count or Density
|
no data
|
|
Average of Count or Density
|
no data
|
|
Sum of Moisture Count
|
no data
|
|
Average of Moisture Count
|
no data
|
|
Count Ratio Density
|
no data
|
|
Count Ratio Moisture
|
no data
|
|
Calculated Percent Relative Compaction
|
94.8 %
|
|
Reported Percent Relative Compaction
|
95 %
|
