Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2021-09-10-9

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215486
DEA: 040A0204
EFIS: 0400000129
DIST-CO-RTE-PM04-SON-1-15-15.7
Award Date05/04/2021
Closeout DateNot set
Work DescriptionCONSTRUCTION ON STATE HIGHWAY IN SONOMA COUNTY NEAR BODEGA BAY FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SCOTTY CREEK CULVERT.
Location DescriptionNot set
QA Service Level1 (Verified on 08/16/2021)

Sample Information

Sample Taken Date09/10/2021 Sample Unique Key9
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 testing09/14/2021
Sample typeQuality Assurance A brief description of the sampleHRC 500 510 Couplers
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byMike Last name of sampler or witnessed byPerters
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor HRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form 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 Nucor Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelHRC 500-510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)73117653 351817 Rebar Heat Number(s)3500019324 3500019325 3500018034
Rebar Size 2

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-09-10-9-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory09/14/2021fsaylor
Yes
09/14/2021OK Necking
2021-09-10-9-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory09/14/2021fsaylor
Yes
09/14/2021OK Necking
2021-09-10-9-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory09/14/2021fsaylor
Yes
09/14/2021OK Necking
2021-09-10-9-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory09/14/2021fsaylor
Yes
09/14/2021OK Necking
2021-09-10-9-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory09/14/2021fsaylor
Yes
09/14/2021OK Necking
2021-09-10-9-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory09/14/2021fsaylor
Yes
09/14/2021OK Necking