Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214671 DEA: 07303904 EFIS: 0714000044
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-10-31.2/37.2
Work Description: LANE REPLACEMENT
Location Description: LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
Contractor Name: Sierra Landscape Development Inc.
Contractor Address: 2209 1/2 Chico Ave., South El Monte CA, 91733
Resident Engineer: Hai Hong Structure Rep.: Unknown
DIME Sample ID: 2022-04-02-11
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: 04/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/02/2022
The quantity of what the sample constitutes: 18,000 Sq. Ft.
A brief description of the sample: Class 3 Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-0625
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Class 3 Aggregate Base
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: 2022-04-02-11-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 04/05/2022
Date Tested: 04/02/2022
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 2.17 vs maximum wet 2.28.
Test Result Compliance:
Additional Comments When Verified:
|
Is oversize material
|
No
|
|
In-place wet density
|
2.17
|
|
Highest adjust wet density
|
2.28
|
|
Relative compaction
|
95
|
|
% Moisture
|
9 %
|
|
Optimum Moisture
|
11 %
|
DIME Test ID: 2022-04-02-11-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 04/05/2022
Date Tested: 04/02/2022
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 2.17 vs maximum wet 2.28.
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
|
95.2 %
|
|
Reported Percent Relative Compaction
|
95 %
|
