Test 2016-06-23-1-1 (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 Date6/23/2016 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 testing6/24/2016
Sample typeQuality Assurance A brief description of the sampleEnd Anchors
The quantity of what the sample constitutes4 From where was the sample collectedFabricator
First name of sampler or witnessed byRusults Last name of sampler or witnessed byLynoi
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHRC CMC Rebar Transportation Laboratory (TL) NumberC952633
Inspector Lot Number from the Transportation Laboratory (TL) FormL9606816 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4056472 JK0391 Head Manufacturer Lot Number(s)29 31 36
Rebar Size#6 Headed Bar Model Name120
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: 2016-06-23-1
DIME Test ID: 2016-06-23-1-1
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: 2016-06-27
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 06/27/2016
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1290.444342098680Bar 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 06/27/2016