Summary for Test 2017-08-28-1-3

Test performed: CTM 670-December 2013

Project Information

Project IdentifiersProject ID: 211504
DEA: 060N9904
EFIS: 0612000114
DIST-CO-RTE-PM06-FRE,MAD-41U-33.1/33.4,0.0/0.3
Award Date10/13/2016
Closeout Date10/02/2019
Work DescriptionBRIDGE SCOUR MITIGATION, SEISMIC RETROFIT AND UPGRADE RAIL.
Location DescriptionFRESNO AND MADERA COUNTIES NEAR FRESNO FROM 0.1 MILE NORTH OF PERRIN ROAD UNDERCROSSING TO 0.1 MILE SOUTH OF AVENUE 9 UNDERCROSSING
QA Service Level1 (Verified on 10/05/2016)

Sample Information

Sample Taken Date08/28/2017 Sample Unique Key1
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 testing08/29/2017
Sample typeQuality Assurance A brief description of the sample Welded Hoops
The quantity of what the sample constitutes12 From where was the sample collectedFabricator
First name of sampler or witnessed byGeorge Last name of sampler or witnessed byLujan
Title of samplerQAI Telephone number of sampler951 640-5331
Laboratory sample identificationUnknown Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameMartinez steel Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL36-025-17 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)PL17101625
Hoop Manufacturer Lot Number(s)1, 6, 8 Material Standard CodeASTM A706
Material Grade60 Rebar Size7
Diameter of Hoop3'-4" Epoxy CoatedNo
Epoxy Coating ColorNA Rebar ManufacturerNucor
Welding CompanyMartinez Steel Coating StandardsUncoated
Weld TypeFlash Welded

Test Details

DIME Sample ID: 2017-08-28-1
DIME Test ID: 2017-08-28-1-3
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: 2017-09-07

Test Results


Number of Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 08/30/2017
UTM: 400KIP
Temperature: 72 F
NumSampleMfg. Lot Number(s)SizeArea (sqin)Peak Load (lbf)Peak Stress (psi)CommentsTested By
131#7/22mm0.65317088620Bar BrokeFred

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 8/31/2017