Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2018-05-23-2

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 Date05/23/2018 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/25/2018
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops No. 6
The quantity of what the sample constitutes1050 From where was the sample collectedFabricator
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQAI Telephone number of sampler707-342-8602
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartinez steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110 053-18 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)PL16108470
Hoop Manufacturer Lot Number(s)Lot No 5 and Lot No 10 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyMartinez Steel Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2018-05-23-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory05/30/2018Brian
Yes
06/06/2018Bar Broke; OK Necking
2018-05-23-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory05/30/2018Brian
Yes
06/06/2018Bar Broke; OK Necking
2018-05-23-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory05/30/2018Brian
Yes
06/06/2018Bar Broke; OK Necking
2018-05-23-2-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory05/30/2018Brian
Yes
06/06/2018Bar Broke; OK Necking
2018-05-23-2-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory05/30/2018Brian
Yes
06/06/2018Bar Broke; OK Necking
2018-05-23-2-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory05/30/2018Brian
Yes
06/06/2018Bar Broke; OK Necking
2018-05-23-2-7CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory05/30/2018Brian
Yes
06/06/2018Stroked Out
2018-05-23-2-8CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory05/30/2018Brian
Yes
06/06/2018Bar Broke; OK Necking