Sample Record

Owner Lab

  • Kleinfelder, Incorporated - Los Angeles

DIME Sample ID 2022-04-15-22

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award Date04/03/2020
Closeout Date06/06/2024
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date04/15/2022 Sample Unique Key22
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 testing04/15/2022
Sample typeQuality Assurance A brief description of the sampleExisting Subgrade
The quantity of what the sample constitutes15,526 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 sampler17075835090
Laboratory sample identification22-0825 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-placed material
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
2022-04-15-22-1CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and AggregatesAleksey Souglobov, Kleinfelder, Incorporated - Los Angeles04/15/2022Jeff Diaz
Yes
04/18/2022In-place wet density of 2.31 vs maximum wet density of 2.38.
2022-04-15-22-2CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear GagesAleksey Souglobov, Kleinfelder, Incorporated - Los Angeles04/15/2022Jeff Diaz
Yes
04/18/2022In-place wet density of 2.31 vs maximum wet density of 2.38.

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2022-04-15-22-1 CTM 216-June 2011 (Verified)
DIME Test ID: 2022-04-15-22-2 CTM 231-March 2013 (Verified)