Sample Record

Owner Lab

  • CT QASI - Los Angeles Field Laboratory

DIME Sample ID 2019-03-01-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout DateNot set
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date03/01/2019 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 testing03/01/2019
Sample typeQuality Assurance A brief description of the sample Flash Welded Hoops
The quantity of what the sample constitutes3 lots From where was the sample collectedFabricator
First name of sampler or witnessed byHitesh Last name of sampler or witnessed byPatel
Title of samplerQuality Assurance Inspector Telephone number of sampler7142519350
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) FormL131-027-19 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)4083913
Hoop Manufacturer Lot Number(s)1, 4, 7 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop4'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Steel AZ
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-03-01-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking
2019-03-01-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking
2019-03-01-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking
2019-03-01-2-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking
2019-03-01-2-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking
2019-03-01-2-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking
2019-03-01-2-7CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking
2019-03-01-2-8CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking
2019-03-01-2-9CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)BrianCT HQ - Sacramento Structural Materials Testing Laboratory03/11/2019Brian
Yes
03/20/2019Bar Broke; OK Necking