Test 2016-06-07-4-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 210871
DEA: 044G4604
EFIS: 0412000480
DIST-CO-RTE-PM04-MRN-101-1.5/14.0
Work DescriptionREMOVE EXISTING AND CONSTRUCT NEW BRIDGE RAILINGS.
Location DescriptionIN MARIN COUNTY, AT VARIOUS LOCATION, FROM SPENCER AVE OVERCROSSING TO NORTH BRANCHGALLINAS CREEK BRIDGE
Sample Information
Sample Taken Date6/7/2016 Sample Unique Key4
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 testing6/8/2016
Sample typeQuality Assurance A brief description of the sampleHeaded Bars
The quantity of what the sample constitutes12 From where was the sample collectedJob Site
First name of sampler or witnessed byKevin Last name of sampler or witnessed byChurchill
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) NumberC952972
Inspector Lot Number from the Transportation Laboratory (TL) FormL0204816 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)4055570 Head Manufacturer Lot Number(s)1 6 9
Rebar Size#6 Headed Bar Model NameHRC 120
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC Rebar
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2016-06-07-4
DIME Test ID: 2016-06-07-4-2
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: 2016-06-09
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/09/2016
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
10.444135093980Bar 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 06/09/2016