Summary for Test 2022-07-13-5-1

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214522
DEA: 07291304
EFIS: 0712000083
DIST-CO-RTE-PM07-VEN-33-7.6
Award Date06/18/2021
Closeout DateNot set
Work DescriptionINSTALL STRUCTURAL CONCRETE, CIDH AND BRIDGE REMOVAL.
Location DescriptionVENTURA COUNTY AT SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date07/13/2022 Sample Unique Key5
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 testing08/05/2022
Sample typeQuality Assurance A brief description of the sample#11 BarSplice Griptwist
The quantity of what the sample constitutes150 From where was the sample collectedOther
First name of sampler or witnessed byPaul Last name of sampler or witnessed byShrestha
Title of samplerCT METS QA INSPECTOR Telephone number of sampler(424) 298-7781
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameNext Century Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL108-005-22 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 ManufacturerVinton Steel
Coupler ManufacturerBarSlice Intermediate Assembler or Fabricator
Rebar Size#11 Coupler ModelBarsplice Taper Grip-Twist
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A215450, A213740 Rebar Heat Number(s)1910271
Rebar Size 2 11 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2022-07-13-5
DIME Test ID: 2022-07-13-5-1
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 (Cyclical/Fatique Tensile with Slip)
Test Release Date: 2022-08-10

Test Results


Number of Samples Tested: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 08/08/2022
UTM: 400kip
Temperature: 72.00 f
Halo ID: Small
NumSampleNumber of CyclesSizeMfg. Lot Number(s)Slip (inch)Area (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11No. 11/36mm1-0.00261.5615034896377Ok Neckingspaine

General comments (publicly viewable) (Max 1000 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
WARNING: position or load not found in data points imported from Instron machine.

Test was verified on 8/10/2022