Test 2019-10-10-2-1 (CTM 670-December 2013) Summary

Project Information
Project IdentifiersProject ID: 212914
DEA: 031E0604
EFIS: 0312000068
DIST-CO-RTE-PM03-YUB-70-15.5/16.5
Work DescriptionSIMMERLY SLOUGH BRIDGE REPLACEMENT BR 16-0019 WITH BR 16-0055.
Location DescriptionNEAR MARYSVILLE, FROM 0.1 MILE NORTH OF BINNEY JUNCTION UNDERPASS TO 0.3 MILE NORTH OF LAURELLEN ROAD, AT SIMMERLY SLOUGH BRIDGE BR 16-0019.
Sample Information
Sample Taken Date10/10/2019 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 testing10/14/2019
Sample typeQuality Assurance A brief description of the sample#8 8'-8" Dia Hoops
The quantity of what the sample constitutes126 From where was the sample collectedManufacturer
First name of sampler or witnessed byBrian Last name of sampler or witnessed byMurray
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL140-021-19 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)9001954
Hoop Manufacturer Lot Number(s)11-15 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop8'-8" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerCMC Steel California
Welding CompanyCMC Rebar (Etiwanda) Coating StandardsUncoated
Weld TypeFlash Welded
Test Details
DIME Sample ID: 2019-10-10-2
DIME Test ID: 2019-10-10-2-1
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: 2019-10-15
Test Results

Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 10/15/2019
UTM:400kip
Temperature:72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
11158/25mm0.7978896.5299869Bar Broke, OK Neckingbewing

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

Test was verified on 10/15/2019