DIME » All Projects » Project - DEA: SMTL-STOCK » Sample 2025-01-18-1 » Sample Details

Sample Record

Owner Labs

  • CT HQ - QASI Los Angeles Field Office
  • CT D08 - Fontana Southern Regional Laboratory

DIME Sample ID 2025-01-18-1

Project Information

Project IdentifiersProject ID: 88888
DEA: SMTL-STOCK
EFIS: SMTL-STOCK
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date01/18/2025 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing01/20/2025 Sample typeQuality Assurance
A brief description of the sample3in diameter concrete cylinders The quantity of what the sample constitutes2 concrete core cylinders
From where was the sample collectedJob Site First name of sampler or witnessed byJacob
Last name of sampler or witnessed byGarcia Title of samplerQuality Assurance Inspector
Telephone number of sampler3109128014 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility namePacific Palisades Fire Site
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete Core Detail descriptionTwo core cylinders are three inch in diameter and about 9 inches tall
Structure namesTaken from bottom of first concrete waler between piles 11 and 12 at location 2 Getty Villa Type of materialConcrete core

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-01-18-1-1ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensMatthew Clayton, CT D08 - Fontana Southern Regional Laboratory01/20/202501/20/2025
Yes
01/20/2025Concrete Age Unknown. Concrete # 1. Sample: 2-5-3-b. Getty Villa Location 2. Taken from bottom of first concrete whaler between piles 11&12. "Zero nail exposed. Vertical."Public - Test Data Visible
2025-01-18-1-2ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensMatthew Clayton, CT D08 - Fontana Southern Regional Laboratory01/20/202501/20/2025
Yes
01/20/2025Concrete Age Unknown. Concrete #2. Sample: 2-6-3-b. Getty Villa Location 2. Taken from bottom of first concrete whaler between piles 11&12. "Vertical zero gap to soil nails. A nail was hit @ 7" deep." Lab: Core cut prior to compression, no nail in compressive specimen. Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-01-18-1-1 ASTM C39-21 (Verified)
DIME Test ID: 2025-01-18-1-2 ASTM C39-21 (Verified)