Test 2019-04-12-2-3 (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 Date4/12/2019 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 testing4/24/2019
Sample typeQuality Assurance A brief description of the sampleA-706 T-Headed Rebar
The quantity of what the sample constitutes2 From where was the sample collectedFabricator
First name of sampler or witnessed byLorenzo Last name of sampler or witnessed byGarcia
Title of samplerQA Laboratory sample identification
The fabricator/manufacturer/facility nameIntegrity Rebar Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL115-046-19 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)65032923 Head Manufacturer Lot Number(s)A177060
Rebar Size9 Headed Bar Model Name9 Buttonhead 10AB
Size of HeadFull Size - 9x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerCMC Rebar
Head ManufacturerBarsplice Head FabricatorIntergity Bar Placers
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2019-04-12-2
DIME Test ID: 2019-04-12-2-3
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: 2019-05-07
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/26/2019
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1119643096430Bar BrokeBrian

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 04/30/2019