Test 2021-07-22-5-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
Sample Information
Sample Taken Date7/22/2021 Sample Unique Key5
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 testing7/23/2021
Sample typeQuality Assurance A brief description of the sample#6 x 3'-6in. Dia.
The quantity of what the sample constitutes4 hoops from lot 1 From where was the sample collectedFabricator
First name of sampler or witnessed byOsiel Last name of sampler or witnessed byRamirez
Title of samplerQuality Assurance Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL123-091-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4109239
Hoop Manufacturer Lot Number(s)Lot 1 Material Standard CodeASTM A706
Material Grade60 Rebar Size#6
Diameter of Hoop3'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Steel AZ
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2021-07-22-5
DIME Test ID: 2021-07-22-5-2
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: 2021-07-28
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 07/28/2021
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1216/19mm0.4442866.8097425OK 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 07/28/2021