DIME » All Projects » Project - DEA: 07210624 » Sample 2022-08-17-49 » Sample Details

Sample Record

DIME Sample ID 2022-08-17-49

Project Information

Project IdentifiersProject ID: 215220
DEA: 07210624
EFIS: 0719000068
DIST-CO-RTE-PM07-LA,SBD-71-1.8/R4.7&R0.0/R0.2
Award Date02/05/2021
Closeout DateNot set
Work DescriptionPLACE STRUCTURE CONCRETE RETAINING WALLS & BOX CULVERT AND PLACE JPCP.
Location DescriptionIN LOS ANGELES AND SAN BERNARDINO COUNTIES IN POMONA AND CHINO HILLS FROM 0.2 MILE SOUTH OF MISSION BOULEVARD OVERCROSSING TO 0.2 MILE OF SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 03/24/2021)

Owner Lab

  • Kleinfelder, Incorporated - Los Angeles

Sample Information

Sample Taken Date08/17/2022 Sample Unique Key49
Date that the sample was received by the laboratory/organization performing the testing08/17/2022 Sample typeQuality Assurance
A brief description of the sampleStructural Backfill The quantity of what the sample constitutes300 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 samplerField Materials Tester
Telephone number of sampler19517643140 Laboratory sample identification22-2155
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
Bid ItemNot set

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 TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2022-08-17-49-1THIS TEST HAS BEEN SUPERSEDED.
CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates		Dominic Montemayor, Kleinfelder, Incorporated - Los Angeles08/17/202208/23/2022
Yes
08/23/2022THIS TEST HAS BEEN SUPERSEDED.
In-place wet density of 2.29 vs maximum wet density of 2.35.		Public - Test Data Visible
2022-08-17-49-2CTM 231-March 2013: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates Using Nuclear GagesJeff Diaz, Kleinfelder, Incorporated - Los Angeles08/17/202208/23/2022
Yes
08/23/2022In-place wet density of 2.26 vs maximum wet density of 2.30.Public - Test Data Visible
2022-08-17-49-3CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and AggregatesDominic Montemayor, Kleinfelder, Incorporated - Los Angeles08/17/202208/23/2022
No
In-place wet density of 2.26 vs maximum wet density of 2.30.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2022-08-17-49-1 CTM 216-June 2011 (Verified)
DIME Test ID: 2022-08-17-49-2 CTM 231-March 2013 (Verified)
DIME Test ID: 2022-08-17-49-3 CTM 216-June 2011