Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215221 DEA: 07332604 EFIS: 0716000287
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-R12.4/14.9
Work Description: REMOVE RAISED ISLAND, CONSTRUCT CONCRETE BARRIER AND INSTALL LIGHTING.
Location Description: THE COUNTY AND CITY OF LOS ANGELES FROM 0.1 MILE EAST OF ARLINGTON AVENUE OVERCROSSING TO 0.7 MILE EAST OF ROUTE 10/110 SEPARATION
Contractor Name: CHUMO CONSTRUCTION INC
Contractor Address: 14425 Joanbridge St, Baldwin Park, CA 91706
Resident Engineer: Gilbert Trujillo Structure Rep.: Bernabe Contreras
DIME Sample ID: 2022-07-14-1
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: 07/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2022
The quantity of what the sample constitutes: 17,980 Sq. Ft.
A brief description of the sample: Existing Subgrade
From where was the sample collected: Job Site
Laboratory sample identification: 22-1749
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: 2022-07-14-1-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 07/14/2022
Date Tested: 07/14/2022
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 1.95 vs maximum wet density of 2.13.
Test Result Compliance:
Additional Comments When Verified:
Is oversize material
|
No
|
In-place wet density
|
1.95
|
Highest adjust wet density
|
2.13
|
Relative compaction
|
92
|
% Moisture
|
6.0 %
|
Optimum Moisture
|
8.0 %
|
DIME Test ID: 2022-07-14-1-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/14/2022
Date Tested: 07/13/2022
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 1.95 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
|
91.5 %
|
Reported Percent Relative Compaction
|
92 %
|