Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2020-05-18-10

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212501
DEA: 022E4804
EFIS: 0200000586
DIST-CO-RTE-PM02-SIS-96,263-103.1/103.6,56.8/57.2
Award Date12/14/2018
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 8 MILES NORTH OF YREKA ON ROUTE 96 FROM 0.5 MILE WEST TO 0.2 MILE EAST OF ROUTE 263 AND ON ROUTE 263 FROM 0.3 MILE NORTH OF SHASTA RIVER BRIDGE #02-0014 TO ROUTE 96
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date05/18/2020 Sample Unique Key10
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 testing05/19/2020
Sample typeQuality Assurance A brief description of the sampleHRC Couplers
The quantity of what the sample constitutes96 From where was the sample collectedJob Site
First name of sampler or witnessed byT Last name of sampler or witnessed byYegan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGerdau HRC Transportation Laboratory (TL) NumberC334205
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerHRC Intermediate Assembler or FabricatorUnknown
Rebar Size#14 Coupler ModelHRC 500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)74116734, 74117089 Rebar Heat Number(s)SE17104393
Rebar Size 2

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-05-18-10-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory05/20/2020bewing
Yes
05/20/2020Ok Necking
2020-05-18-10-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory05/20/2020bewing
Yes
05/20/2020Ok Necking
2020-05-18-10-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory05/20/2020bewing
Yes
05/20/2020Ok Necking
2020-05-18-10-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory05/20/2020bewing
Yes
05/20/2020Ok Necking
2020-05-18-10-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory05/20/2020bewing
Yes
05/20/2020Ok Necking
2020-05-18-10-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory05/20/2020bewing
Yes
05/20/2020Ok Necking