Test 2017-10-19-1-5 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Sample Information
Sample Taken Date10/19/2017 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 testing10/19/2017
Sample typeQuality Assurance A brief description of the sampleHeaded Rebar
The quantity of what the sample constitutes8 From where was the sample collectedJob Site
First name of sampler or witnessed byTory Last name of sampler or witnessed byMcLaurin
Title of samplerQuality Assurance Inspector Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameIntegrity Rebar Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL67-217-17 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)65027689 Head Manufacturer Lot Number(s)177248, A144224
Rebar Size#5 Headed Bar Model NameButtonhead
Size of HeadFull Size - 9x Head Connection Type
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerBar Splice Head FabricatorIntegrety Rebar
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-10-19-1
DIME Test ID: 2017-10-19-1-5
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A970-15e1: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2017-11-06
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 10/27/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
120.313068098970Bar 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 10/30/2017