Sample Record

Owner Lab

  • Kleinfelder, Inc. - Los Angeles

DIME Sample ID 2022-07-14-25

Project Information

Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date05/27/2016
Closeout DateNot set
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level1 (Verified on 03/16/2016)

Sample Information

Sample Taken Date07/14/2022 Sample Unique Key25
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 testing07/14/2022
Sample typeQuality Assurance A brief description of the sampleClass 3 Aggregate Base
The quantity of what the sample constitutes3,655 Sq. Ft. From where was the sample collectedJob Site
First name of sampler or witnessed byDominic Last name of sampler or witnessed byMontemayor
Title of sampler Telephone number of sampler19517643140
Laboratory sample identification22-1757 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAggregate Base 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
2022-07-14-25-1CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and AggregatesJeff DiazKleinfelder, Inc. - Los Angeles07/14/2022Jeff Diaz
Yes
07/18/2022In-place wet density of 2.13 vs maximum wet density of 2.18.
2022-07-14-25-2CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear GagesDominic MontemayorKleinfelder, Inc. - Los Angeles07/14/2022Jeff Diaz
Yes
07/18/2022In-place wet density of 2.13 vs maximum wet density of 2.18.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2022-07-14-25-1 CTM 216-June 2011 (Verified)
DIME Test ID: 2022-07-14-25-2 CTM 231-March 2013 (Verified)