Summary for Test 2019-06-27-10-3

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 213569
DEA: 024F2104
EFIS: 0212000072
DIST-CO-RTE-PM02-MOD-299-0.5/1.0
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 Date06/27/2019 Sample Unique Key10
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 testing07/03/2019
Sample typeQuality Assurance A brief description of the sampleEnd Anchors
The quantity of what the sample constitutes4 From where was the sample collectedJob Site
First name of sampler or witnessed byR Last name of sampler or witnessed byDuran
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBarsplice Transportation Laboratory (TL) NumberC897176
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)175419 Head Manufacturer Lot Number(s)Barsplice
Rebar Size4 Headed Bar Model NameBarsplice Buttonhead 10AB
Size of HeadFull Size - 9x Head Connection TypeCrimped Head
Head ShapeCircular Rebar ManufacturerCascade
Head ManufacturerBarsplice Head FabricatorUnknown
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2019-06-27-10
DIME Test ID: 2019-06-27-10-3
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: 2019-07-10

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 07/03/2019
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.21891094550Bar 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 7/10/2019