Summary for Test 2020-11-05-1-5

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 214847
DEA: 074W8204
EFIS: 0720000009
DIST-CO-RTE-PM07-VEN-101-17.7
Award Date05/21/2020
Closeout Date08/02/2021
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE AND PLACE CONCRETE BARRIER.
Location DescriptionVENTURA COUNTY IN CAMARILLO AT CENTRAL AVENUE OVERCROSSING
QA Service Level1 (Verified on 07/08/2020)

Sample Information

Sample Taken Date11/05/2020 Sample Unique Key1
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 testing11/09/2020
Sample typeQuality Assurance A brief description of the sample#5 Quick Wedge couplers
The quantity of what the sample constitutes422 From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Telephone number of sampler6466327821
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRouch Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-260-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Couplers Production or Authorization TestingProduction Testing
Service or UltimateService Material Standard CodeASTM A706
Material Grade60 Rebar ManufacturerCMC Steel Arizona
Coupler ManufacturerErico nVent Intermediate Assembler or FabricatorRouch Rebar
Rebar Size#5 Coupler ModelLenton Quick Wedge
Coating StandardsUncoated Shape of RebarStraight
Rebar Hoop Diameter Rebar Hoop Fabricator
Coupler Component Heat/Lot Number(s)A202734 Rebar Heat Number(s)4099688
Rebar Size 2 5 Coupler Unique IDNot set

Test Details

DIME Sample ID: 2020-11-05-1
DIME Test ID: 2020-11-05-1-5
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)
Test Release Date: 2020-11-10

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 11/10/2020
UTM: 400kip
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1225/16mm0.3130486.5098344Service Splicefsaylor

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

Test was verified on 11/10/2020