Summary for Test 2019-10-07-9-4

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout Date02/22/2024
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date10/07/2019 Sample Unique Key9
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 testing10/09/2019
Sample typeQuality Assurance A brief description of the sample#7 X 2'-11" Dia Hoops
The quantity of what the sample constitutes4 QA Samples Lots 1,4,7 From where was the sample collectedFabricator
First name of sampler or witnessed byOsiel Last name of sampler or witnessed byRamirez
Title of samplerCT METS QA INSPECTOR Telephone number of sampler5599740870
Laboratory sample identification Linked DIME Sample IDN/a
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL123-068-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateService Rebar Heat Number(s)1911527
Hoop Manufacturer Lot Number(s)lot 1 thru 7 Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop2'-11" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerVinton Steel
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2019-10-07-9
DIME Test ID: 2019-10-07-9-4
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: 2019-10-17

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 10/16/2019
UTM: 400kip
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1147/22mm0.658890.6998151Bar Broke, Ok Neckingbewing

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

Test was verified on 10/17/2019