Sample Record

Owner Lab

  • CT QASI - Los Angeles Field Laboratory

DIME Sample ID 2019-08-06-2

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212785
DEA: 04014114
EFIS: 0414000436
DIST-CO-RTE-PM04-ALA-80-2.1
Award Date04/06/2018
Closeout Date01/21/2021
Work DescriptionCONSTRUCT MAINTENANCE BUILDING AND PARKING LOT
Location DescriptionIN ALAMEDA COUNTY IN OAKLAND AT THE SAN FRANCISCO-OAKLAND BAY BRIDGE MAINTENANCE YARD
QA Service Level1 (Verified on 02/13/2018)

Sample Information

Sample Taken Date08/06/2019 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 testing08/09/2019
Sample typeQuality Assurance A brief description of the sample9 HRC 500-510 couplers
The quantity of what the sample constitutes320 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 sampler9168691602
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameCamblin Steel Service Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL131-177-19 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 ManufacturerGerdau CMC
Coupler ManufacturerHRC Gerdau Intermediate Assembler or FabricatorUnknown
Rebar Size9 Coupler Model500/510
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)351817, 73113004 Rebar Heat Number(s)9001052, 6503249602
Rebar Size 2 9

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-08-06-2-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory08/20/2019fsaylor
Yes
08/20/2019OK Necking
2019-08-06-2-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory08/20/2019fsaylor
Yes
08/20/2019OK Necking
2019-08-06-2-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory08/20/2019fsaylor
Yes
08/20/2019OK Necking
2019-08-06-2-4CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory08/20/2019fsaylor
Yes
08/20/2019OK Necking
2019-08-06-2-5CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory08/20/2019fsaylor
Yes
08/20/2019OK Necking
2019-08-06-2-6CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)fsaylorCT HQ - Sacramento Structural Materials Testing Laboratory08/20/2019fsaylor
Yes
08/20/2019OK Necking