Sample Record

Owner Lab

  • CT HQ - QASI Bay Area Field Office

DIME Sample ID 2013-12-13-9036

Project Information

Project IdentifiersProject ID: 208572
DEA: 100L3304
EFIS: 1000000100
COOP: 10355
Permit Numbers: 1012NMC0508
Award DateNot set
Closeout Date03/09/2020
Work DescriptionReconsteuct SR99/Kiernan Interchange
Location DescriptionCity of Salida, in STA County
QA Service Level1 (Verified on 03/25/2013)

Sample Information

Sample Taken Date12/13/2013 Sample Unique Key9036
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 testing12/12/2013
Sample typeVerification A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes2 concrete cylinders From where was the sample collectedSource
First name of sampler or witnessed byJustin Last name of sampler or witnessed byPalmaymesa
Title of samplerQA Inspector Telephone number of samplerNot set
Laboratory sample identificationNot set Linked DIME Sample IDNot set
The fabricator/manufacturer/facility nameKieCon Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure namePCPS Wide Flange Girder No. G2

Material Information

Material TypeConcrete The concrete mix design numberK6090-621SCC
The truck number from where the sample was collectedNot set The batch plant ticket number from where the sample was collectedunknown
Concrete batch plantNot set The fabricator/manufacturer designation for the sampleNot set
A detailed description of where the material sample was collectedBy formwork at precast plant during QC pour inspection Where the material sample would have been placed if not sampledNot set
From Lot No.Not set Bag Lot No.Not set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2013-12-13-9036-1ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensStanley Mak, CT HQ - QASI Bay Area Field Office12/20/2013Stanley Mak
Stopped test when stress is above design strength 9000 psi to avoid machine overload Info

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments

DIME Test ID: 2013-12-13-9036-1 ASTM C39-10