Sample Record

Owner Lab

  • Kleinfelder, Incorporated - Los Angeles

DIME Sample ID 2022-03-18-16

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
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 Date03/18/2022 Sample Unique Key16
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 testing03/19/2022
Sample typeQuality Assurance A brief description of the sampleExisting Subgrade
The quantity of what the sample constitutes5,838 Sq. Ft. From where was the sample collectedJob Site
First name of sampler or witnessed byIan Last name of sampler or witnessed bySnyder
Title of samplerField Materials Tester Telephone number of sampler15628339318
Laboratory sample identification22-0529 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 NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-03-18-16-1CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and AggregatesIan SnyderKleinfelder, Incorporated - Los Angeles03/19/2022Jeff Diaz
Yes
03/21/2022In-place wet density of 2.16 vs maximum wet density of 2.25.
2022-03-18-16-2CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear GagesIan SnyderKleinfelder, Incorporated - Los Angeles03/18/2022Jeff Diaz
Yes
03/21/2022In-place wet density of 2.16 vs maximum wet density of 2.25.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2022-03-18-16-1 CTM 216-June 2011 (Verified)
DIME Test ID: 2022-03-18-16-2 CTM 231-March 2013 (Verified)