Summary for Test 2021-10-21-9-3

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 212252
DEA: 033F5604
EFIS: 0313000033
DIST-CO-RTE-PM03-SUT,YUB-20-17.0/17.1,0.0/0.4
Award Date02/11/2021
Closeout Date01/25/2023
Work DescriptionINSTALL CAST-IN-STEEL SHELL CONCRETE PILE.
Location DescriptionSUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD
QA Service Level1 (Verified on 04/27/2018)

Sample Information

Sample Taken Date10/21/2021 Sample Unique Key9
Date that the sample was received by the laboratory/organization performing the testing10/22/2021 Sample typeQuality Assurance
A brief description of the sampleHeaded Rebar The quantity of what the sample constitutes16
From where was the sample collectedJob Site First name of sampler or witnessed byUnknown
Last name of sampler or witnessed byUnknown Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameNucor Gerdau
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)35000020386 58048119 03 Head Manufacturer Lot Number(s)1, 5, 10, 15
Rebar Size#7 Headed Bar Model NameHRC 555
Size of HeadReduced Size - 4x Head Connection TypeInertia Weld
Head ShapeCircular Rebar ManufacturerNucor gerdau
Head ManufacturerHRC Nucor Gerdau Head FabricatorHRC 555
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2021-10-21-9
DIME Test ID: 2021-10-21-9-3
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: 2021-10-25

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 10/25/2021
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.65877697960OK 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 10/25/2021 ✔