Test 2021-06-10-14-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212775
DEA: 024F2204
EFIS: 0212000073
DIST-CO-RTE-PM02-TRI-3-58.7/61.9
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY
Sample Information
Sample Taken Date6/10/2021 Sample Unique Key14
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 testing6/18/2021
Sample typeQuality Assurance A brief description of the sampleA706 Grade 60 #5 Welded Hoop
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byArthur Last name of sampler or witnessed byPeterson
Title of samplerQA Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameTNT Rebar Corp Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL110-073-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)1201016559
Hoop Manufacturer Lot Number(s)Lot No 7 Material Standard CodeASTM A706
Material Grade60 Rebar Size#5
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyTNT Rebar Corp Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2021-06-10-14
DIME Test ID: 2021-06-10-14-3
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: 2021-06-21
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 06/21/2021
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1375/16mm0.3127305.1688081OK Neckingfsaylor

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

Test was verified on 06/21/2021