Summary for Test 2019-10-08-1-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 213477
DEA: 080H4704
EFIS: 0812000074
DIST-CO-RTE-PM08-SBD-2-2.44
Award Date09/28/2018
Closeout Date01/18/2022
Work DescriptionWIDEN BRIDGE TO ACCOMMODATE STANDARD SHOULDERS
Location DescriptionAT WRIGHTWOOD AT SHEEP CREEK BRIDGE
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date10/08/2019 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing10/10/2019 Sample typeQuality Assurance
A brief description of the sampleBPI Type BNX Button Head The quantity of what the sample constitutes16
From where was the sample collectedFabricator First name of sampler or witnessed bySteve
Last name of sampler or witnessed byHall Title of samplerCT METS QA INSPECTOR
Telephone number of sampler6466327821 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCamblin Steel
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL134-115-19
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4087786 Head Manufacturer Lot Number(s)A177060
Rebar Size9 Headed Bar Model NameBPI 09BNX
Size of HeadFull Size - 9x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerCMC Arizona
Head ManufacturerBarSplice Products Head FabricatorCamblin Steel
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2019-10-08-1
DIME Test ID: 2019-10-08-1-2
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: 2019-10-14

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 10/11/2019
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1119312393123Bar Broke, Ok Neckingbewing

General comments (publicly viewable) (Max 1000 characters): Bar Broke, Ok Necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 10/14/2019 ✔