Sample Record

Owner Lab

  • CT HQ - Sacramento Structural Materials Testing Laboratory

DIME Sample ID 2020-01-18-3

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212245
DEA: 024F8604
EFIS: 0213000043
DIST-CO-RTE-PM02-TRI-36-26.7/27.1
Award Date11/02/2018
Closeout Date05/23/2022
Work DescriptionROADWAY REALIGNMENT AND NEW BRIDGE CONSTRUCTION
Location DescriptionTRINITY COUNTY ABOUT 9 MILES EAST OF FOREST GLEN FROM 0.6 MILE WEST TO 0.1 MILE WEST OF ROUTE 3
QA Service Level1 (Verified on 03/21/2017)

Sample Information

Sample Taken Date01/18/2020 Sample Unique Key3
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 testing04/17/2020
Sample typeQuality Assurance A brief description of the sampleLenton Couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byMike Last name of sampler or witnessed bySears
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNucor Transportation Laboratory (TL) NumberC691795
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 UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerNucor
Coupler ManufacturerLenton Intermediate Assembler or FabricatorUnknown
Rebar Size#11 Coupler ModelLenton Formsaver
Coating StandardsASTM A775 epoxy Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)L9458 Rebar Heat Number(s)1202015689, 1202009475
Rebar Size 2 Coupler Unique IDNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-01-18-3-1CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory04/10/2020bewing
Yes
04/20/2020Service Splice
2020-01-18-3-2CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory04/10/2020bewing
Yes
04/20/2020Service Splice
2020-01-18-3-3CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Cyclical/Fatique Tensile with Slip)bewing, CT HQ - Sacramento Structural Materials Testing Laboratory04/10/2020bewing
Yes
04/20/2020Service Splice

Sample File Attachments

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Test File Attachments


DIME Test ID: 2020-01-18-3-1 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-01-18-3-2 CTM 670-December 2013 (Verified)
DIME Test ID: 2020-01-18-3-3 CTM 670-December 2013 (Verified)