Test 2017-03-17-6-1 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date3/17/2017 Sample Unique Key6
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 testing3/22/2017
Sample typeQuality Assurance A brief description of the sampleHRC 555 End Anchors
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed bySantos Last name of sampler or witnessed byVargas
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHRC CMC Rebar Transportation Laboratory (TL) NumberC969286
Inspector Lot Number from the Transportation Laboratory (TL) FormL10002117 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4064275 Head Manufacturer Lot Number(s)63
Rebar Size#6 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Rebar
Head ManufacturerHRC Head FabricatorCMC Rebar
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-03-17-6
DIME Test ID: 2017-03-17-6-1
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: 2017-03-30
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 03/22/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1630.444174094860Head broke Off NO NeckingFred

General comments (publicly viewable) (Max 1000 characters): Head broke Off NO Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 03/23/2017