Sample Record

Owner Lab

  • Kleinfelder, Incorporated - Los Angeles

DIME Sample ID 2022-01-29-22

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award Date04/03/2020
Closeout Date06/06/2024
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date01/29/2022 Sample Unique Key22
Date that the sample was received by the laboratory/organization performing the testing01/30/2022 Sample typePer Request
A brief description of the sampleA set of 3 JPCP RSC beams The quantity of what the sample constitutesPer 500 CY
From where was the sample collectedJob Site First name of sampler or witnessed byIssac
Last name of sampler or witnessed byHarris Title of samplerField Materials Tester
Telephone number of sampler5104999938 Laboratory sample identification22-0148
Linked DIME Sample ID The fabricator/manufacturer/facility nameSecurity Paving Burbank Batch Plant
Transportation Laboratory (TL) Number 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 number3215-JPCPRSC-12
The truck number from where the sample was collectedLoad 3 The batch plant ticket number from where the sample was collectedNot Provided
Concrete batch plantSecurity Paving Burbank Batch Plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedSee Below Notes 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
2022-01-29-22-1CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength ConcreteIssac Harris, Kleinfelder, Incorporated - Los Angeles01/30/2022
Yes
01/31/2022QC performed testing. Only known value is 410 psi average at 12.5 hours for opening age breaks. All other inputs above are just placeholders.Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2022-01-29-22-1 CTM 524-March 2013 (Verified)