Sample Record

Owner Labs

  • CT SC - 3672 - Novato Field Office
  • CT HQ - Sacramento Concrete Testing Laboratory

DIME Sample ID 2024-10-29-26

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date10/29/2024 Sample Unique Key26
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing10/29/2024
Sample typeQuality Assurance A brief description of the samplestructural concrete
The quantity of what the sample constitutes27 CY From where was the sample collectedJob Site
First name of sampler or witnessed byMario Last name of sampler or witnessed byVital
Title of samplerASR Telephone number of sampler
Laboratory sample identificationI-28,1,2,3 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShamrock Materials Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameOH Sign-17 Foundation of Ramp at San Antonio North

Material Information

Material TypeConcrete The concrete mix design numberDDJE12E3
The truck number from where the sample was collected2434 The batch plant ticket number from where the sample was collected315323
Concrete batch plant138 The fabricator/manufacturer designation for the sampleShamrock Materials
A detailed description of where the material sample was collectedBack of truck discharge chute 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 TestedSubmitted ByVerified?Release DateTest CommentsActions
2024-10-29-26-1ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete SpecimensNikhil Moon , CT HQ - Vallejo Field Laboratory11/26/2024Yannick Aranas
Yes
11/27/2024Cylinders did not break. Max capacity of compression machine = 7000 psi.

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2024-10-29-26-1 ASTM C39-21 (Verified)