Sample Record

Owner Lab

  • CT HQ - QASI Los Angeles Field Office

DIME Sample ID 2019-10-10-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Award Date07/31/2019
Closeout Date08/30/2023
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
QA Service Level1 (Verified on 08/22/2019)

Sample Information

Sample Taken Date10/10/2019 Sample Unique Key2
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 testing10/14/2019
Sample typeQuality Assurance A brief description of the sample#8 8'-8" Dia Hoops
The quantity of what the sample constitutes126 From where was the sample collectedManufacturer
First name of sampler or witnessed byBrian Last name of sampler or witnessed byMurray
Title of sampler Telephone number of sampler213-435-4055
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL140-021-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)9001954
Hoop Manufacturer Lot Number(s)11-15 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop8'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Steel California
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-10-10-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019Bar Broke, OK Necking
2019-10-10-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019Bar Broke, OK Necking
2019-10-10-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory10/15/2019bewing
Yes
10/15/2019Bar Broke, OK Necking

Sample File Attachments

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Test File Attachments


DIME Test ID: 2019-10-10-2-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-10-10-2-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2019-10-10-2-3 CTM 670-December 2013 (Verified)