Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2021-06-17-22

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 Date06/17/2021 Sample Unique Key22
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 testing06/22/2021
Sample typeQuality Assurance A brief description of the sample Couplers
The quantity of what the sample constitutes300 From where was the sample collectedManufacturer
First name of sampler or witnessed byEric Last name of sampler or witnessed byChaffee
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC CMC 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 ManufacturerCMC
Coupler ManufacturerHRC Intermediate Assembler or Fabricator
Rebar Size#10 Coupler ModelHRC 500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)75070365, 75069594, 73118000 Rebar Heat Number(s)4108368
Rebar Size 2

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-06-17-22-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2021bewing
Yes
06/22/2021Ok necking
2021-06-17-22-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2021bewing
Yes
06/22/2021Ok necking
2021-06-17-22-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2021bewing
Yes
06/22/2021Ok necking
2021-06-17-22-9CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2021bewing
Yes
06/22/2021Ok necking
2021-06-17-22-10CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2021bewing
Yes
06/22/2021Ok necking
2021-06-17-22-11CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory06/22/2021bewing
Yes
06/22/2021Ok necking