Sample Record

Owner Lab

  • Kleinfelder, Incorporated - Los Angeles

DIME Sample ID 2022-03-19-11

Project Information

Project IdentifiersProject ID: 214671
DEA: 07303904
EFIS: 0714000044
DIST-CO-RTE-PM07-LA-10-31.2/37.2
Award Date11/25/2020
Closeout Date10/11/2023
Work DescriptionLANE REPLACEMENT
Location DescriptionLOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level1 (Verified on 01/21/2021)

Sample Information

Sample Taken Date03/19/2022 Sample Unique Key11
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 sampleClass 3 Aggregate Base
The quantity of what the sample constitutes14,400 Sq. Ft. From where was the sample collectedJob Site
First name of sampler or witnessed byIssac Last name of sampler or witnessed byHarris
Title of samplerField Materials Tester Telephone number of sampler15104999938
Laboratory sample identification22-0500 Linked DIME Sample ID
The fabricator/manufacturer/facility nameClass 3 Aggregate 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 Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2022-03-19-11-1CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and AggregatesIssac Harris, Kleinfelder, Incorporated - Los Angeles03/19/2022Jeff Diaz
Yes
03/21/2022In-place wet density of 2.19 vs maximum wet density of 2.26.
2022-03-19-11-2CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear GagesIssac Harris, Kleinfelder, Incorporated - Los Angeles03/19/2022Jeff Diaz
Yes
03/21/2022In-place wet density of 2.19 vs maximum wet density of 2.26.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2022-03-19-11-1 CTM 216-June 2011 (Verified)
DIME Test ID: 2022-03-19-11-2 CTM 231-March 2013 (Verified)