Sample Record

DIME Sample ID 2022-10-10-34

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.1/13.5
Award Date11/17/2020
Closeout Date02/02/2026
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Owner Lab

  • CT HQ - Sacramento Concrete Testing Laboratory

Sample Information

Sample Taken Date10/10/2022 Sample Unique Key34
Date that the sample was received by the laboratory/organization performing the testing10/13/2022 Sample typeQuality Assurance
A brief description of the sample4x8 The quantity of what the sample constitutes10
From where was the sample collectedJob Site First name of sampler or witnessed byTristen
Last name of sampler or witnessed bySayre Title of samplerASR
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameUnknown
Transportation Laboratory (TL) Number294902 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 numberD101C5RS
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedtruck 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
2022-10-10-34-1ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensSA, CT HQ - Sacramento Concrete Testing Laboratory10/17/202210/17/2022
Yes
10/17/2022Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2022-10-10-34-1 ASTM C39-17a (Verified)