Sample Record

Owner Lab

  • CT HQ - Vallejo Field Laboratory

DIME Sample ID 2024-06-14-53

Project Information

Project IdentifiersProject ID: 994859
DEA: 021H5904
EFIS: 0216000025
DIST-CO-RTE-PM02-SIS-96-43.5,57.0
Award Date08/07/2023
Closeout DateNot set
Work DescriptionREPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING.
Location DescriptionSISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\'S FERRY ROAD AND AT PORTUGUESE CREEK
QA Service Level1 (Verified on 08/10/2023)

Sample Information

Sample Taken Date06/14/2024 Sample Unique Key53
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 testing06/14/2024
Sample typeQuality Assurance A brief description of the sample3 - 4x8 cylinders
The quantity of what the sample constitutes3 - 4x8 cylinders From where was the sample collectedSource
First name of sampler or witnessed byRyan Last name of sampler or witnessed byParr
Title of samplerQA Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKie-Con Antioch 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 number02-1H5904
The truck number from where the sample was collected The batch plant ticket number from where the sample was collected02-1H5904
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedat the source 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
2024-06-14-53-1ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensNikhil Moon, CT HQ - Vallejo Field Laboratory07/12/202407/12/2024
Yes
07/26/2024COMPRESSIVE STRENGTH IS MORE THAN 7000 PSI, COMPRESSIVE TESTING MACHINE MAX LOAD IS 7000 PSIPublic - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2024-06-14-53-1 ASTM C39-21 (Verified)