Test 2021-02-08-3-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214579
DEA: 010B0904
EFIS: 0100020444
DIST-CO-RTE-PM01-DN-101-8.2/8.7
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionDEL NORTE COUNTY NEAR KLAMATH AT PANTHER CREEK BRIDGE AND AT HUNTER CREEK BRIDGE
Sample Information
Sample Taken Date2/8/2021 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 testing2/16/2021
Sample typeQuality Assurance A brief description of the sample(1800) #5 1'-6" Ø Ultimate Welded Hoops
The quantity of what the sample constitutes(4) #5 1'-6" Ø Ultimate Welded Hoops QA Samples Lot 6 From where was the sample collectedFabricator
First name of sampler or witnessed byRigoberto Last name of sampler or witnessed byMarin
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameTNT Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL133-005-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4103179
Hoop Manufacturer Lot Number(s)Lot 6 Material Standard CodeASTM A706
Material Grade60 Rebar Size#5
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Arizona
Welding CompanyTNT Rebar Corp Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2021-02-08-3
DIME Test ID: 2021-02-08-3-1
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: 2021-02-17
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 02/17/2021
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1165/16mm0.3129582.8295428OK 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 02/17/2021