Sample Record

DIME Sample ID 2026-06-30-54

Project Information

Project IdentifiersProject ID: 1000074
DEA: 042Q4204
EFIS: 0419000011
DIST-CO-RTE-PM04-SON-116-19.9/33.4
Award Date10/21/2025
Closeout DateNot set
Work DescriptionBRIDGE RAIL UPGRADE AND REPLACEMENT
Location DescriptionJONES CREEK
QA Service Level1 (Verified on 01/23/2024)

Owner Lab

  • CT HQ - Vallejo Field Laboratory

Sample Information

Sample Taken Date06/30/2026 Sample Unique Key54
Date that the sample was received by the laboratory/organization performing the testing07/10/2026 Sample typeQuality Assurance
A brief description of the sample4 x8 The quantity of what the sample constitutes3
From where was the sample collectedJob Site First name of sampler or witnessed byHarry
Last name of sampler or witnessed bySuryantaro Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGhilotti Construction
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 The concrete mix design number6010503F
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedTransit Mixer Chute
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedChute Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-06-30-54-1ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensDaniel Arreola, CT HQ - Vallejo Field Laboratory07/10/202607/10/2026
Yes
07/10/2026Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2026-06-30-54-1 ASTM C39-17a (Verified)