Test 2019-06-17-2-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214223
DEA: 030J3104
EFIS: 0319000261
DIST-CO-RTE-PM03---
Work DescriptionNot set
Location DescriptionNot set
Sample Information
Sample Taken Date6/17/2019 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 testing6/18/2019
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 byAnthony Last name of sampler or witnessed byThurman
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameNucor Dayton Superior Transportation Laboratory (TL) NumberC593829
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 ManufacturerDayton Superior Intermediate Assembler or FabricatorUnknown
Rebar Size5 Coupler ModelBar-Lock Standard Couplers
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A150815 Rebar Heat Number(s)3500004499
Rebar Size 2
Test Details
DIME Sample ID: 2019-06-17-2
DIME Test ID: 2019-06-17-2-3
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: 2019-06-18
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 06/18/2019
UTM: 400KIP
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
131#5/16mm0.3102912693955Service SpliceFred

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 06/18/2019