Sample Record

DIME Sample ID 2019-10-10-21

Project Information

Project IdentifiersProject ID: 213702
DEA: 041G4304
EFIS: 0412000126
DIST-CO-RTE-PM04-NAP-128-R7.4
Award Date03/29/2019
Closeout Date12/08/2022
Work DescriptionREPLACE BRIDGE, HMA PAVING, DRAINAGE AND RSP
Location DescriptionNAPA COUNTY NEAR SAINT HELENA AT CONN CREEK
QA Service Level1 (Verified on 07/29/2019)

Owner Lab

  • CT HQ - QASI Bay Area Field Office

Sample Information

Sample Taken Date10/10/2019 Sample Unique Key21
Date that the sample was received by the laboratory/organization performing the testing10/11/2019 Sample typeQuality Control
A brief description of the sample6"x12" Cylinders The quantity of what the sample constitutes2
From where was the sample collectedFabricator First name of sampler or witnessed byAndre
Last name of sampler or witnessed byTotari Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameKie-Con
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 numberK5060-502a
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collected00000
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedConcrete sample from wheelbarrow Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2019-10-10-21-1ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensAndre Totari, CT HQ - Vallejo Field Laboratory11/13/2019
No

Sample File Attachments

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Test File Attachments


DIME Test ID: 2019-10-10-21-1 ASTM C39-17a