Summary for Test 2019-10-07-5-5

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 213520
DEA: 120M9004
EFIS: 1213000017
DIST-CO-RTE-PM12-ORA-22-R5.6/R10.9
Award Date12/13/2018
Closeout Date09/08/2022
Work DescriptionRECHANNELIZE TO ENHANCE TRAFFIC FLOW
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF BROOKHURST STREET UNDERCROSSING IN GARDEN GROVE TO BEDFORD ROAD OVERCROSSING IN ORANGE
QA Service Level1 (Verified on 09/10/2018)

Sample Information

Sample Taken Date10/07/2019 Sample Unique Key5
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 testing10/08/2019
Sample typeQuality Assurance A brief description of the sample#8 rebar hoop 4'-2" diameter
The quantity of what the sample constitutes332 From where was the sample collectedFabricator
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of samplerCT METS QA INSPECTOR Telephone number of sampler6466327821
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartinez steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-111-19 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Welded Hoops Production or Authorization TestingProduction Testing
Service or UltimateUltimate Rebar Heat Number(s)PL17201674
Hoop Manufacturer Lot Number(s)1 and 2 Material Standard CodeASTM A706
Material Grade60 Rebar Size8
Diameter of Hoop4'-2" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor Utah
Welding CompanyMartinez Steel Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2019-10-07-5
DIME Test ID: 2019-10-07-5-5
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: 2019-10-14

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 10/11/2019
UTM: 400kip
Temperature: 72 f
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
1228/25mm0.7966603.0684308Bar 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 10/14/2019