Sample Record

Owner Lab

  • Sequoia Consultant

DIME Sample ID 2021-04-06-59

Project Information

Project IdentifiersProject ID: 214909
DEA: 120N8604
EFIS: 1214000123
DIST-CO-RTE-PM12-ORA-73-23.7/24.1
Award Date06/25/2020
Closeout DateNot set
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE & RETAINING WALL; & PLACE HMA.
Location DescriptionORANGE COUNTY IN NEWPORT BEACH FROM 0.3 MILE NORTH OF BISON AVENUE TO 0.3 MILE SOUTH OF UNIVERSITY DRIVE
QA Service Level1 (Verified on 07/21/2020)

Sample Information

Sample Taken Date04/06/2021 Sample Unique Key59
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 testing04/07/2021
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes100-152 CY of 152 CY From where was the sample collectedJob Site
First name of sampler or witnessed byTim Last name of sampler or witnessed byReyes
Title of samplerMaterials Tester Telephone number of sampler7149746316
Laboratory sample identificationC040621-101 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameCIDH Piles

Material Information

Material TypeConcrete The concrete mix design number1611682
The truck number from where the sample was collected10067286 The batch plant ticket number from where the sample was collected29566554
Concrete batch plantCemex Irvine The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedJob site Where the material sample would have been placed if not sampledCIDH Piles
From Lot No. Bag Lot No.

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-04-06-59-1CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete CylindersClay MorrisSequoia Consultant05/04/2021shamila Ranjan
No
Info