Summary for Test 2021-03-25-2-4

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 215063
DEA: 032F5704
EFIS: 0300020615
DIST-CO-RTE-PM03-PLA-80-46.3/63.5
Award Date09/23/2020
Closeout Date08/11/2023
Work DescriptionReplace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location DescriptionNot set
QA Service Level1 (Verified on 11/16/2020)

Sample Information

Sample Taken Date03/25/2021 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing03/29/2021 Sample typeQuality Assurance
A brief description of the sample#8 BarSplice 10A T-Heads The quantity of what the sample constitutes20 T-Heads
From where was the sample collectedFabricator First name of sampler or witnessed bySamuel
Last name of sampler or witnessed bySoto Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCamblin Steel Service
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4104504 Head Manufacturer Lot Number(s)A200586 Grip-Twist Male, A174142 Grip-Twist D
Rebar Size#8 Headed Bar Model Name10A
Size of HeadFull Size - 9x Head Connection TypeTaper Threaded
Head ShapeCircular Rebar ManufacturerCMC
Head ManufacturerBarSplice Products Head FabricatorCamblin Steel
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2021-03-25-2
DIME Test ID: 2021-03-25-2-4
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: 2021-03-30

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 03/29/2021
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797835299180OK 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 3/30/2021