Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2019-09-11-20

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213595
DEA: 044G8804
EFIS: 0413000058
DIST-CO-RTE-PM04-ALA-880-10.7
Award Date12/27/2018
Closeout Date05/08/2020
Work DescriptionSEISMIC RETROFIT , REPLACE APPROACH SLABS AND EROSION CONTROL
Location DescriptionALAMEDA COUNTY IN FREMONT AT CRANDALL CREEK BRIDGE.
QA Service Level1 (Verified on 01/28/2019)

Sample Information

Sample Taken Date09/11/2019 Sample Unique Key20
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 testing09/26/2019
Sample typeQuality Assurance A brief description of the sampleHRC 500 510 Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byLinda Last name of sampler or witnessed byPhoen
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Nucor Transportation Laboratory (TL) NumberC745826
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 Intermediate Assembler or FabricatorUnknown
Rebar Size11 Coupler ModelHRC 500 510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)73113004 74115534 Rebar Heat Number(s)3500001979
Rebar Size 2

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-09-11-20-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/26/2019bewing
Yes
09/27/2019Bar Broke, Ok Necking
2019-09-11-20-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/26/2019bewing
Yes
09/27/2019OK Necking
2019-09-11-20-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/27/2019bewing
Yes
09/27/2019Bar Broke, Ok Necking
2019-09-11-20-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewingCT HQ - Sacramento Structural Materials Testing Laboratory09/27/2019bewing
Yes
09/27/2019Bar Broke, Ok Necking