Test 2017-07-13-1-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 211616
DEA: 050G0404
EFIS: 0500020020
DIST-CO-RTE-PM05-SLO,MON-101-63.2/R69.3,R0.0/R1.9
Work DescriptionROADWAY REHABILITATION AND BRIDGE CONSTRUCTION.
Location DescriptionSAN LUIS OBISPO AND MONTERY COUNTIES NEAR PASO ROBLES FROM 0.5 MILE SOUTH OF SAN MARCOS CREEK BRIDGE TO 0.2 MILE SOUTH OF BRADLEY ROAD OVERCROSSING
Sample Information
Sample Taken Date7/13/2017 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 testing7/20/2017
Sample typeQuality Assurance A brief description of the sample7 HRC 120 End Anchors
The quantity of what the sample constitutes4 From where was the sample collectedManufacturer
First name of sampler or witnessed byGreg Last name of sampler or witnessed byJohnston
Title of samplerQA Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) NumberUnknown
Inspector Lot Number from the Transportation Laboratory (TL) FormL53-150-17 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)418916 Head Manufacturer Lot Number(s)B1115308
Rebar Size#7 Headed Bar Model NameHRC 120
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCascade
Head ManufacturerNucor Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2017-07-13-1
DIME Test ID: 2017-07-13-1-3
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: 2017-07-28
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 07/20/2017
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.65551092520Bar 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 07/21/2017