Summary for Test 2017-05-05-8-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 210886
DEA: 050F7004
EFIS: 0500000049
DIST-CO-RTE-PM05-MON-68-R17.4/R18.0
Award Date01/22/2016
Closeout Date12/30/2019
Work DescriptionWIDENING BRIDGE
Location DescriptionIN MONTEREY COUNTY ON ROUTE 68 NEARSALINAS FROM 0.2 MILE EAST OFRESERVATION ROAD UNDERCROSSING TO SPRECKELS BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 02/01/2016)

Sample Information

Sample Taken Date05/05/2017 Sample Unique Key8
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 testing05/10/2017
Sample typeQuality Assurance A brief description of the sampleBartec Couplers
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byMIGUEL Last name of sampler or witnessed bySavcedo
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameHarris Rebar Dextra Nucor Transportation Laboratory (TL) NumberC680519
Inspector Lot Number from the Transportation Laboratory (TL) FormN/A 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 Grade60 Rebar ManufacturerNucor
Coupler ManufacturerDextra America Intermediate Assembler or FabricatorUnknown
Rebar Size#6 Coupler ModelBartec
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop DiameterUnknown Rebar Hoop FabricatorUnknown
Coupler Component Heat/Lot Number(s)3724 Rebar Heat Number(s)SE16105304
Rebar Size 2 Not set Coupler Unique IDNot set

Test Details

DIME Sample ID: 2017-05-05-8
DIME Test ID: 2017-05-05-8-2
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: 2017-05-18

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 05/11/2017
UTM: 400KIP
Halo ID: Small
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Slip (inch)Peak Load (lbf)Peak Stress (psi)CommentsTested By
121#6/19mm0.4404119693627Service SpliceFred

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 5/11/2017