Test 2017-06-06-1-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
Work Description(Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location DescriptionState Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
Sample Information
Sample Taken Date6/6/2017 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing6/7/2017
Sample typeQuality Assurance A brief description of the sample Resistance Butt Welded Hoops
The quantity of what the sample constitutes125 From where was the sample collectedManufacturer
First name of sampler or witnessed byEdward Last name of sampler or witnessed byTrasoras
Title of samplerASMR Laboratory sample identification
The fabricator/manufacturer/facility nameMartinez Steel Corporation Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL10701517 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)PL17101634
Hoop Manufacturer Lot Number(s)15 Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop4'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyMartinez Steel Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2017-06-06-1
DIME Test ID: 2017-06-06-1-2
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)
Test Release Date: 2017-06-15
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/08/2017
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1215#7/22mm0.65343089050Bar BrokeBrian

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 06/08/2017