Sample Record

DIME Sample ID 2014-10-09-1

Project Information

Project IdentifiersProject ID: 208959
DEA: 04265604
EFIS: 0400000743
COOP: 042390A1
DIST-CO-RTE-PM04-SM-1-40.64/40.95
Award Date03/10/2014
Closeout Date01/29/2018
Work DescriptionREPLACEMENT OF THE EXISTING SAN PEDRO CREEK BRIDGE
Location DescriptionON ROUTE 1 IN SAN MATEO COUNTY
QA Service Level1 (Verified on 03/25/2014)

Owner Lab

  • CT HQ - QASI Bay Area Field Office

Sample Information

Sample Taken Date10/09/2014 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing10/07/2014 Sample typeInformational
A brief description of the sampleBent cap The quantity of what the sample constitutes2
From where was the sample collectedOther First name of sampler or witnessed bycliff
Last name of sampler or witnessed bylaw Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample ID0 The fabricator/manufacturer/facility nameJobsite
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierUnknown Structure namebent cap
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number41111111
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectednone
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedJobsite 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 TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2014-10-09-1-1ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensWilliam Sommer, CT HQ - Vallejo Field Laboratory10/12/2014
No

Sample File Attachments

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Test File Attachments


DIME Test ID: 2014-10-09-1-1 ASTM C39-10