Test 2019-02-22-6-3 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date2/22/2019 Sample Unique Key6
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 testing2/22/2019
Sample typeQuality Assurance A brief description of the sample Resistance Butt Welded Hoops
The quantity of what the sample constitutesLot 1 and 4 552 total From where was the sample collectedFabricator
First name of sampler or witnessed byDavid Last name of sampler or witnessed byWeeks
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Rebar Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL79-113-19 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)4083648
Hoop Manufacturer Lot Number(s)1 and 4 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: 2019-02-22-6
DIME Test ID: 2019-02-22-6-3
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: 02/27/2019
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
131#5/16mm0.3131060100190Bar 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