Test 2019-02-19-3-2 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 213442
DEA: 112E1504
EFIS: 1117000179
DIST-CO-RTE-PM11-SD-5-38.1/39.3
Work Description(ALTERNATIVE DELIVERY) WETLAND CONSTRUCTION
Location DescriptionNEAR STATE HIGHWAY IN SAN DIEGO COUNTY IN SOLANA BEACH AND ENCINITAS AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date2/19/2019 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 testing2/21/2019
Sample typeQuality Assurance A brief description of the sample#5 A706 GR 60 Hoops
The quantity of what the sample constitutes8 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 nameCMC Rebar Transportation Laboratory (TL) NumberL11002019
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4083139
Hoop Manufacturer Lot Number(s)Lot No 1 Material Standard CodeASTM A706
Material Grade60 Rebar Size5
Diameter of Hoop2'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Rebar
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2019-02-19-3
DIME Test ID: 2019-02-19-3-2
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: 2019-03-11
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 02/22/2019
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
121#5/16mm0.312890093230Bar BrokeBrian

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

Test was verified on 03/04/2019