Test 2019-01-25-1-4 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 213822
DEA: 010J4404
EFIS: 0119000039
DIST-CO-RTE-PM01-HUM-200,299-R2.66
Work DescriptionREPAIR STRUCTURE - BRIDGE DECK GIRDER REPAIR
Location DescriptionNot set
Sample Information
Sample Taken Date1/25/2019 Sample Unique Key1
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 testing1/25/2019
Sample typeQuality Assurance A brief description of the sampleDayton Bar lock couplers
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byDaouk Last name of sampler or witnessed bysami
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameNucor Dayton Superior Transportation Laboratory (TL) NumberC
Inspector Lot Number from the Transportation Laboratory (TL) FormNA Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade40 Rebar ManufacturerNucor
Coupler ManufacturerDayton Superior Intermediate Assembler or FabricatorUnknown
Rebar Size11 Coupler ModelBar-Lock Standard Couplers
Coating StandardsASTM A775 epoxy Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)154910, 74105869 Rebar Heat Number(s)PL17109315
Rebar Size 2
Test Details
DIME Sample ID: 2019-01-25-1
DIME Test ID: 2019-01-25-1-4
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile Slip)
Test Release Date: 2019-02-01
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 01/25/2019
UTM: 2000KIP
Halo ID: Big
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
14C02#11/36mm1.56011114571247Service SpliceBrian

General comments (publicly viewable) (Max 250 characters): Service Splice
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 01/25/2019