Test 2016-06-09-3-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 210277
DEA: 051F8904
EFIS: 0514000072
DIST-CO-RTE-PM05-MON-1-28.0/28.4
Work DescriptionCONSTRUCT VIADUCT.
Location DescriptionMONTEREY COUNTY NEAR LUCIA FROM 0.1 MILE SOUTH OF BIG CREEK BRIDGE TO 2.8 MILES SOUTH OF DOLAN CREEK BRIDGE
Sample Information
Sample Taken Date6/9/2016 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 testing6/9/2016
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byEd Last name of sampler or witnessed byFleming
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHarris Salinas Transportation Laboratory (TL) NumberC711152
Inspector Lot Number from the Transportation Laboratory (TL) FormB1025916 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Rebar Heat Number(s)SE13100039
Hoop Manufacturer Lot Number(s)H06 Material Standard CodeASTM A706
Material Grade60 Rebar Size6
Diameter of Hoop3'-3" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerHarris Salinas
Welding CompanyHarris Rebar Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2016-06-09-3
DIME Test ID: 2016-06-09-3-2
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: 2016-06-10
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/10/2016
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
12H06#6/19mm0.4445970104480Bar 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 06/10/2016