Test 2017-12-20-1-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 211784
DEA: 11085784
EFIS: 1100000064
DIST-CO-RTE-PM11-SD-163-4.1/4.9
Work DescriptionINTERCHANGE MODIFICATION AND OVERCROSSING WIDENING.
Location DescriptionSAN DIEGO COUNTY IN SAN DIEGO FROM 0.3 MILE SOUTH TO 0.5 MILE NORTH OF FRIARS ROAD OVERCROSSING
Sample Information
Sample Taken Date12/20/2017 Sample Unique Key1
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 testing12/21/2017
Sample typeQuality Assurance A brief description of the sampleFlash Welded Rebar Hoops
The quantity of what the sample constitutes2 lots From where was the sample collectedFabricator
First name of sampler or witnessed bygreg Last name of sampler or witnessed byjohnston
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL53-219-17 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)4069062
Hoop Manufacturer Lot Number(s)1 2 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop8'-0" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar Manufacturercmc
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2017-12-20-1
DIME Test ID: 2017-12-20-1-1
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: 2018-01-02
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 12/26/2017
UTM:400KIP
Temperature:72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
111#8/25mm0.7980580102000Bar 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 12/26/2017