Sample Record

DIME Sample ID 2016-10-18-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
Award Date06/30/2016
Closeout Date09/16/2020
Work Description(Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location DescriptionState Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
QA Service Level1 (Verified on 10/01/2015)

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

Sample Information

Sample Taken Date10/18/2016 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing10/19/2016 Sample typeQuality Assurance
A brief description of the sampleFlash Welded Rebar Hoops The quantity of what the sample constitutes4
From where was the sample collectedFabricator First name of sampler or witnessed byRM
Last name of sampler or witnessed byGranados Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameMartinez steel Nucor
Transportation Laboratory (TL) NumberC970359 Inspector Lot Number from the Transportation Laboratory (TL) FormL10202516
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)PL16206166
Hoop Manufacturer Lot Number(s)1 Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop4'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyMartinez Steel Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2016-10-18-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory10/19/201610/19/2016
Yes
10/20/2016Bar Broke; OK NeckingPublic - Test Data Visible
2016-10-18-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory10/19/201610/19/2016
Yes
10/20/2016Bar Broke in Weld; No NeckingPublic - Test Data Visible
2016-10-18-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory10/19/201610/19/2016
Yes
10/20/2016Bar Broke; OK NeckingPublic - Test Data Visible
2016-10-18-2-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory10/19/201610/19/2016
Yes
10/20/2016Bar Broke; OK NeckingPublic - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2016-10-18-2-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-10-18-2-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-10-18-2-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-10-18-2-4 CTM 670-December 2013 (Verified)