Test 2018-02-22-3-1 (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 Date2/22/2018 Sample Unique Key3
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 testing2/23/2018
Sample typeQuality Assurance A brief description of the sample Resistance Butt Welded Hoops
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed bySubramony Last name of sampler or witnessed byKrishnamoorthy
Title of samplerQAI Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameMartinez Steel Corporation Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL88-15-2018 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)PL17201661
Hoop Manufacturer Lot Number(s)28 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: 2018-02-22-3
DIME Test ID: 2018-02-22-3-1
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 (Tensile)
Test Release Date: 2018-03-06
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 02/27/2018
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1128#7/22mm0.65348089130Bar 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 02/27/2018