Test 2018-05-29-11-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212328
DEA: 010H0904
EFIS: 0117000099
Work Descriptionslide removal and slope stabilization
Location DescriptionNot set
Sample Information
Sample Taken Date5/29/2018 Sample Unique Key11
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 testing6/1/2018
Sample typeQuality Assurance A brief description of the samplesize 6 barlock couplers
The quantity of what the sample constitutes150 From where was the sample collectedManufacturer
First name of sampler or witnessed byReza Last name of sampler or witnessed byShirazi
Title of samplerASR Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameDayton superior Transportation Laboratory (TL) NumberC928678
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Couplers Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerGerdau
Coupler ManufacturerDayton Superior Intermediate Assembler or FabricatorUnknown
Rebar Size6 Coupler ModelBarlock
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)160010, MM17105957 Rebar Heat Number(s)65030272
Rebar Size 2 Not set
Test Details
DIME Sample ID: 2018-05-29-11
DIME Test ID: 2018-05-29-11-1
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: 2018-06-12
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/05/2018
Halo ID: Small
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111#6/19mm0.440.005945627103700Service SpliceBrian

General comments (publicly viewable) (Max 1000 characters): Service Splice
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 06/05/2018