Test 2019-06-05-4-3 (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 Date6/5/2019 Sample Unique Key4
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 testing6/6/2019
Sample typeQuality Assurance A brief description of the sample#6 ASTM A706 Grade 60 Hoops
The quantity of what the sample constitutes2 lots (300) From where was the sample collectedFabricator
First name of sampler or witnessed byOsiel Last name of sampler or witnessed byRamirez
Title of samplerCT METS QA INSPECTOR Laboratory sample identification0
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) Number0
Inspector Lot Number from the Transportation Laboratory (TL) FormL123-038-19 Structure unique identifier42-5843
Structure nameUnknown
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)4086165
Hoop Manufacturer Lot Number(s)8A, 11A Material Standard CodeASTM A706
Material Grade60 Rebar Size6
Diameter of Hoop1'-6" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Arizona
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2019-06-05-4
DIME Test ID: 2019-06-05-4-3
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: 2019-06-14
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/07/2019
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
138A#6/19mm0.444324098270Bar 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 06/07/2019