Test 2018-10-03-1-3 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 208945
DEA: 07288604
EFIS: 0700021080
COOP: 074663
DIST-CO-RTE-PM07-LA-710-6.0-9.4
Work DescriptionGerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location DescriptionPort of Long Beach (District 7)
Sample Information
Sample Taken Date10/3/2018 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 testing10/8/2018
Sample typeIndependent Assurance A brief description of the sample555 HRC T-heads
The quantity of what the sample constitutes249 From where was the sample collectedFabricator
First name of sampler or witnessed bySherri Last name of sampler or witnessed byBrannon
Title of samplerIQA Inspector Laboratory sample identification
The fabricator/manufacturer/facility nameCMC Etiwanda Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL48-119-18 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4080046 Head Manufacturer Lot Number(s)199
Rebar Size6 Headed Bar Model NameHRC 555 T Heads
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerCMC Etiwanda
Head ManufacturerHRC 555 T Heads Head FabricatorCMC Etiwanda
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2018-10-03-1
DIME Test ID: 2018-10-03-1-3
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: 2018-10-17
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 10/10/2018
UTM: 400KIP
Temperature:72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
11990.444351098890Bar 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 10/10/2018