Test 2020-06-02-2-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 214465
DEA: 081E5704
EFIS: 0814000051
DIST-CO-RTE-PM08-RIV-10-27.7
Work DescriptionPLACE CIDH PILING AND ROCK SLOPE PROTECTION
Location DescriptionRIVERSIDE COUNTY NEAR PALM SPRINGS AT WHITEWATER RIVER BRIDGE
Sample Information
Sample Taken Date6/2/2020 Sample Unique Key2
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 testing6/5/2020
Sample typeQuality Assurance A brief description of the sample#7 rebar 2"-6"
The quantity of what the sample constitutesEach lot size 150 From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Laboratory sample identification
The fabricator/manufacturer/facility nameRKR Steel Welding Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-120-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)457819
Hoop Manufacturer Lot Number(s)1, 4 and 8 Material Standard CodeASTM A706
Material Grade60 Rebar Size#7
Diameter of Hoop2'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCascade
Welding CompanyRKR Steel Welding Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2020-06-02-2
DIME Test ID: 2020-06-02-2-2
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
Test Release Date: 2020-06-08
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 06/08/2020
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1217/22mm0.658187.9396980Ok Neckingfsaylor

General comments (publicly viewable) (Max 250 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 06/08/2020