Test 2019-08-06-4-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212244
DEA: 044G8404
EFIS: 0413000051
DIST-CO-RTE-PM04-NAP-128-20.1/20.4
Work DescriptionREPLACE CAPELL CREEK BRIDGE
Location DescriptionNAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST
Sample Information
Sample Taken Date8/6/2019 Sample Unique Key4
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 testing8/9/2019
Sample typeQuality Assurance A brief description of the sample#18 Bar Splice Coupler
The quantity of what the sample constitutes60 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 Laboratory sample identification
The fabricator/manufacturer/facility nameCamblin Steel Service Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL131-179-19 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 ManufacturerBar Splice Intermediate Assembler or FabricatorUnknown
Rebar Size18 Coupler ModelBarGrip XL
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)A183663 Rebar Heat Number(s)9000571, 9000568
Rebar Size 2 18
Test Details
DIME Sample ID: 2019-08-06-4
DIME Test ID: 2019-08-06-4-3
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: 2019-08-16
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/16/2019
UTM: 2000kip
Halo ID:
Temperature:72.00 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
121No. 18/57mm4038632796582OK Neckingfsaylor

General comments (publicly viewable) (Max 1000 characters): OK Necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 08/16/2019