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Sample Record for 2022-02-12-9

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

Project Information

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

Sample Information

DIME Sample ID: 2022-02-12-9
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: Aggregate
Sample Taken Date: 02/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2022
The quantity of what the sample constitutes: 18,000 SQ FT.
A brief description of the sample: Aggregate Base
From where was the sample collected: Job Site
Laboratory sample identification: 22-0290
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Aggregate Base

Material Information

Source Identification (SMARA, name of Pit or Job Site): Not available
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: in-place material
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2022-02-12-9-1
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Verified Date: 02/15/2022
Date Tested: 02/12/2022
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 density of 2.13 vs maximum wet density of 2.24.
Test Result Compliance:
Additional Comments When Verified:
Is oversize material No
In-place wet density 2.13
Highest adjust wet density 2.24
Relative compaction 65
% Moisture 6.5 %
Optimum Moisture 6.5 %

Test 2 of 2

DIME Test ID: 2022-02-12-9-2
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 02/15/2022
Date Tested: 02/12/2022
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 density of 2.13 vs maximum wet density of 2.24.
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 95.1 %
Reported Percent Relative Compaction 95 %