Summary for Test 2016-10-18-2-2

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
Award Date06/30/2016
Closeout Date09/16/2020
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.
QA Service Level1 (Verified on 10/01/2015)

Sample Information

Sample Taken Date10/18/2016 Sample Unique Key2
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 testing10/19/2016
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byRM Last name of sampler or witnessed byGranados
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameMartinez steel Nucor Transportation Laboratory (TL) NumberC970359
Inspector Lot Number from the Transportation Laboratory (TL) FormL10202516 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)PL16206166
Hoop Manufacturer Lot Number(s)1 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: 2016-10-18-2
DIME Test ID: 2016-10-18-2-2
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: 2016-10-20

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 10/19/2016
UTM: 400KIP
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
121#7/22mm0.64778079630Bar Broke in WeldFred

General comments (publicly viewable) (Max 1000 characters): Bar Broke in Weld; No Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 10/20/2016