Summary for Test 2019-08-06-4-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 212244
DEA: 044G8404
EFIS: 0413000051
DIST-CO-RTE-PM04-NAP-128-20.1/20.4
Award Date02/19/2019
Closeout Date06/27/2023
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
QA Service Level1 (Verified on 05/20/2017)

Sample Information

Sample Taken Date08/06/2019 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 testing08/09/2019
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 Telephone number of sampler9168691602
Laboratory sample identification Linked DIME Sample ID
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 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2019-08-06-4
DIME Test ID: 2019-08-06-4-1
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: 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: Large
Temperature: 72.00 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1114-0.003239436198590OK 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 8/16/2019