Summary for Test 2020-05-21-7-1

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 213569
DEA: 024F2104
EFIS: 0212000072
Award Date12/20/2018
Closeout Date11/15/2021
Work DescriptionButte and Ash Creek Bridge Replacement
Location DescriptionConstruction of Butte Creek Bridge and Ash Creek Bridge on Route 299 at Adin
QA Service Level1 (Verified on 06/26/2019)

Sample Information

Sample Taken Date05/21/2020 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 testing05/22/2020
Sample typeAcceptance A brief description of the sample#4 Button Heads
The quantity of what the sample constitutes17 From where was the sample collectedFabricator
First name of sampler or witnessed byKevin Last name of sampler or witnessed bymuser
Title of samplerqa Telephone number of sampler9165170532
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCamblin Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS19-205-20 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)1064317 Head Manufacturer Lot Number(s)A163671
Rebar Size#4 Headed Bar Model NameBNX
Size of HeadFull Size - 9x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerCMC
Head ManufacturerBarsplice Head FabricatorBarsplice BNX Buttonheads
Material Standard CodeASTM A706

Test Details

DIME Sample ID: 2020-05-21-7
DIME Test ID: 2020-05-21-7-1
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: 2020-05-22

Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 05/22/2020
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.220767103837OK Neckingfsaylor

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

Test was verified on 5/22/2020