Sample Record

Owner Lab

  • CT HQ - QASI Bay Area Field Office

DIME Sample ID 2013-11-19-8307297

Project Information

Project IdentifiersProject ID: 7826
DEA: 040A1854
EFIS: 0400020652
COOP: 042363
DIST-CO-RTE-PM04-SON-101-7.1/8.1
Award Date02/12/2013
Closeout Date01/03/2017
Work DescriptionRECONSTRUCT INTERCHANGE
Location DescriptionSONOMA COUNTY IN PETALUMA FROM 0.6 MILE SOUTH TO 0.4 MILE NORTH OF OLD REDWOOD HIGHWAY OVERCROSSING
QA Service Level1 (Verified on 12/10/2012)

Sample Information

Sample Taken Date11/19/2013 Sample Unique Key8307297
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 testing11/20/2013
Sample typeVerification A brief description of the sampleSCC
The quantity of what the sample constitutes2 concrete cylinders From where was the sample collectedSource
First name of sampler or witnessed byRicardo Last name of sampler or witnessed byMedina
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 nameGirder G-2 no. 6

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 collected52071and52075
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 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
2013-11-19-8307297-1ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensStanley Mak, CT HQ - QASI Bay Area Field Office11/27/2013Stanley Mak
No
Stopped test when stress is above 8000 psi to avoid machine overload Info

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2013-11-19-8307297-1 ASTM C39-10