Sample Record

DIME Sample ID 2024-12-13-22

Project Information

Project IdentifiersProject ID: 212470
DEA: 044A1304
EFIS: 0400001106
COOP: 042718
DIST-CO-RTE-PM04-SON-101-18.5/18.5
Award Date11/17/2023
Closeout DateNot set
Work DescriptionCONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY
Location DescriptionIN SONOMA COUNTY.
QA Service Level1 (Verified on 09/23/2019)

Owner Labs

  • CT SC - 3672 - Santa Rosa
  • CT HQ - Vallejo Field Laboratory

Sample Information

Sample Taken Date12/13/2024 Sample Unique Key22
Date that the sample was received by the laboratory/organization performing the testing12/18/2024 Sample typeQuality Assurance
A brief description of the sampleConcrete for RW201 footing The quantity of what the sample constitutes155 CY
From where was the sample collectedJob Site First name of sampler or witnessed byVenkat Varun
Last name of sampler or witnessed byGalla Title of samplerASR
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSuperior Supplies
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 number590CR2
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected307835
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedConcrete sample taken from a concrete truck. 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
2024-12-13-22-1ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensNikhil Moon, CT HQ - Vallejo Field Laboratory01/10/202501/10/2025
Yes
01/10/2025 Compressive Strength > 7000 psi, testing machine capacity is 7000 psiPublic - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2024-12-13-22-1 ASTM C39-17a (Verified)