Sample Record

Owner Lab

  • Kleinfelder, Incorporated - Los Angeles

DIME Sample ID 2022-02-07-3

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214451
DEA: 07303704
EFIS: 0714000035
DIST-CO-RTE-PM07-LA-101-8.0/27.3
Award Date12/19/2019
Closeout Date05/07/2024
Work DescriptionREPLACE CONCRETE BARRIERS.
Location DescriptionTHE CITY AND COUNTY OF LOS ANGELES FROM PILGRIMAGE OVERCROSSING TO VALLEY CIRCLE BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 08/12/2020)

Sample Information

Sample Taken Date02/07/2022 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing02/07/2022
Sample typeQuality Assurance A brief description of the sampleExisting Subgrade
The quantity of what the sample constitutes800 Sq Ft From where was the sample collectedJob Site
First name of sampler or witnessed byAleksey Last name of sampler or witnessed bySouglobov
Title of samplerField Materials Tester Telephone number of sampler7075835090
Laboratory sample identification22-0233 Linked DIME Sample ID
The fabricator/manufacturer/facility nameExisting Subgrade Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSoil 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 collectedIn-place
Where the material sample would have been placed if not sampled

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-02-07-3-1CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and AggregatesAleksey Souglobov, Kleinfelder, Incorporated - Los Angeles02/07/2022Mike Dorsch
Yes
02/07/2022In-place 2.05 vs max wet density of 2.15.
2022-02-07-3-2CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear GagesAleksey Souglobov, Kleinfelder, Incorporated - Los Angeles02/07/2022Mike Dorsch
Yes
02/07/2022In-place 2.05 vs max wet density of 2.15.

Sample File Attachments

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Test File Attachments


DIME Test ID: 2022-02-07-3-1 CTM 216-June 2011 (Verified)
DIME Test ID: 2022-02-07-3-2 CTM 231-March 2013 (Verified)