Test 2016-06-22-3-1 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 209187
DEA: 04235624
EFIS: 0400000678
COOP: 042583
DIST-CO-RTE-PM04-SCL,SM-101-52.0/52.6,0.0/0.6
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSANTA CLARA AND SAN MATEO COUNTIES IN PALO ALTO AND EAST PALO ALTO FROM OREGON EXPRESSWAY OVERCROSSING TO 0.3 MILE SOUTH OF UNIVERSITY AVENUE OVERCROSSING
Sample Information
Sample Taken Date6/22/2016 Sample Unique Key3
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 collectedManufacturer
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerUnknown Laboratory sample identificationUnknown
The fabricator/manufacturer/facility nameGerdau HRC Transportation Laboratory (TL) NumberC953323
Inspector Lot Number from the Transportation Laboratory (TL) FormL4808216 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)6502424202 Head Manufacturer Lot Number(s)1
Rebar Size#8 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2016-06-22-3
DIME Test ID: 2016-06-22-3-1
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: 2016-06-28
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
110.7979470100590Bar 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 06/28/2016