Sample Record

Owner Lab

  • Sequoia Consultants

DIME Sample ID 2020-06-12-24

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214355
DEA: 120K0214
EFIS: 1214000096
DIST-CO-RTE-PM12-ORA-5-12.4/14.5
Award Date12/20/2019
Closeout DateNot set
Work DescriptionSouth County Improvement Project (Phase 1 - Avery/Crown Valley) PLACE HMA, INSTALL CONC PAVEMENT, RETAIN WALL, MODIFY ELECT SYS. | Add one lane btwn 73 & Oso PKWY
Location DescriptionORANGE COUNTY IN SAN JUAN CAPISTRANO, LAGUNA HILLS, LAGUNA NIGUEL AND MISSION VIEJO FROM 0.5 MILE SOUTH OF AVERY PARKWAY UNDERCROSSING TO 0.8 MILE NORTH OF CROWN VALLEY PARKWAY OVERCROSSING
QA Service Level1 (Verified on 10/31/2019)

Sample Information

Sample Taken Date06/12/2020 Sample Unique Key24
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 testing06/13/2020
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes300 cu. yds. From where was the sample collectedJob Site
First name of sampler or witnessed byADRIAN Last name of sampler or witnessed byPlentywounds
Title of samplerField Technician Telephone number of sampler
Laboratory sample identificationC061220-103-106 Linked DIME Sample ID
The fabricator/manufacturer/facility nameCemex, San Juan Capristrano Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameRetaing Wall 759 and 761

Material Information

Material TypeConcrete The concrete mix design number1614705
The truck number from where the sample was collected10067292 The batch plant ticket number from where the sample was collected29059892
Concrete batch plantCemex The fabricator/manufacturer designation for the sample1614705
A detailed description of where the material sample was collectedTruck discharge chute Where the material sample would have been placed if not sampledRetaining Wall Footing
From Lot No. Bag Lot No.

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-06-12-24-1CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete CylindersRuben Jimenez, Sequoia Consultants07/10/2020Ken Mancebo
Yes
07/29/2020
2020-06-12-24-2CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete CylindersRuben Jimenez, Sequoia Consultants07/10/2020Ken Mancebo
Yes
07/29/2020
2020-06-12-24-3CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete CylindersKen Mancebo, Sequoia Consultants07/10/2020Ken Mancebo
Yes
07/29/2020
2020-06-12-24-4CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete CylindersRuben Jimenez, Sequoia Consultants07/10/2020Ken Mancebo
Yes
07/29/2020

Sample File Attachments

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Test File Attachments


DIME Test ID: 2020-06-12-24-1 CTM 521-June 2020 (Verified)
DIME Test ID: 2020-06-12-24-2 CTM 521-June 2020 (Verified)
DIME Test ID: 2020-06-12-24-3 CTM 521-June 2020 (Verified)
DIME Test ID: 2020-06-12-24-4 CTM 521-June 2020 (Verified)