Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2016-12-20-2

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)

Sample Information

Sample Taken Date12/20/2016 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 testing12/28/2016
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 byEd Last name of sampler or witnessed byTrasoras
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameMartinez steel Nucor Transportation Laboratory (TL) NumberC953634
Inspector Lot Number from the Transportation Laboratory (TL) FormL10700716 Structure unique identifierNot set
Structure nameNot 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)10 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 TestedSubmitted ByVerified?Release DateTest CommentsActions
2016-12-20-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory12/28/2016Fred
Yes
01/04/2017Bar Broke at Weld; NO Necking
2016-12-20-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory12/28/2016Fred
Yes
01/04/2017Bar Broke At Weld; NO Necking
2016-12-20-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory12/28/2016Fred
Yes
01/04/2017Bar Broke; OK Necking
2016-12-20-2-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)Fred, CT HQ - Sacramento Structural Materials Testing Laboratory12/28/2016Fred
Yes
01/04/2017Bar Broke; OK Necking

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2016-12-20-2-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-12-20-2-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-12-20-2-3 CTM 670-December 2013 (Verified)
DIME Test ID: 2016-12-20-2-4 CTM 670-December 2013 (Verified)