Test 2016-06-15-7-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 7285
DEA: 040120T4
EFIS: 0400000027
DIST-CO-RTE-PM04-SF-80-12.6/13.9
Work DescriptionCONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES
Location DescriptionTHE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL
Sample Information
Sample Taken Date6/15/2016 Sample Unique Key7
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 testing6/17/2016
Sample typeQuality Assurance A brief description of the sampleHeaded Bars
The quantity of what the sample constitutes57 From where was the sample collectedFabricator
First name of sampler or witnessed byGary Last name of sampler or witnessed byMcComb
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) NumberC939572
Inspector Lot Number from the Transportation Laboratory (TL) FormL1005616 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)65023795 Head Manufacturer Lot Number(s)1
Rebar Size#14 Headed Bar Model NameHRC 220
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2016-06-15-7
DIME Test ID: 2016-06-15-7-2
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: 2016-06-22
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/21/2016
UTM: 2000KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
12.2521604096020Bar BrokeBrian

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
WARNING: No graph data imported from Instron machine.

Test was verified on 06/22/2016