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Sample Record for 2026-07-02-28

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Project Information

Project ID: 214697 DEA: 07307104 EFIS: 0714000213 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-32.8
Work Description: CONSTRUCT BRIDGE.
Location Description: LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
Contractor Name: CA Rasmussen
Contractor Address: 28548 LIVINGSTON AVENUE, VALENICA CA 91355
Resident Engineer: Vladimir Gurfinkel Structure Rep.: Darwin Vargas

Sample Information

DIME Sample ID: 2026-07-02-28
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: 07/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2026
The quantity of what the sample constitutes: 153 SY
A brief description of the sample: Imported Structure Backfill
From where was the sample collected: Job Site
Laboratory sample identification: 26-2250
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Imported structure backfill

Material Information

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: CTM 231 test location
Where the material sample would have been placed if not sampled:

Test Results

Test

DIME Test ID: 2026-07-02-28-1
Test Method: CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear Gages
Verified Date: 07/08/2026
Date Tested: 07/02/2026
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 124378 g/cc
Average of Count or Density 41459 g/cc
Sum of Moisture Count 7788 g/cc
Average of Moisture Count 2596 g/cc
Count Ratio Density 2.09
Count Ratio Moisture 0.21
Calculated Percent Relative Compaction 95 %
Reported Percent Relative Compaction 95 %