Test 2021-01-04-2-9 (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 Date1/4/2021 Sample Unique Key2
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing1/4/2021
Sample typeQuality Assurance A brief description of the sample#6x 2'-7" Dia Hoops
The quantity of what the sample constitutes10 Lots (1500 Hoops) From where was the sample collectedFabricator
First name of sampler or witnessed byChris Last name of sampler or witnessed byDsouza
Title of samplerQA Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL132-002-21 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingAuthorization Testing
Service or UltimateUltimate Rebar Heat Number(s)157720
Hoop Manufacturer Lot Number(s)Lots 1, 3, and 7 Material Standard CodeASTM A706
Material Grade60 Rebar Size#6
Diameter of Hoop2'-7" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCascade Steel
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2021-01-04-2
DIME Test ID: 2021-01-04-2-9
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: 2021-01-07
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 01/07/2021
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1276/19mm0.4442285.7396104OK 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 01/07/2021