Test 2021-03-15-1-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 214176
DEA: 033F0904
EFIS: 0312000056
DIST-CO-RTE-PM03-SAC,SJ-5,160-Var
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location DescriptionSACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
Sample Information
Sample Taken Date3/15/2021 Sample Unique Key1
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 testing3/17/2021
Sample typeQuality Assurance A brief description of the sample#8 Dextra Bartech End Anchors
The quantity of what the sample constitutes20 assemblies From where was the sample collectedFabricator
First name of sampler or witnessed byJane Last name of sampler or witnessed byLillard
Title of samplerCALTRANS METS QA INSPECTOR Laboratory sample identification
The fabricator/manufacturer/facility nameCamblin Steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormS52-009-21 lot 3 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4102040 Head Manufacturer Lot Number(s)5076
Rebar Size#8 Headed Bar Model Name8 Bartech End Anchor
Size of HeadFull Size - 9x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerCMC Arizona
Head ManufacturerDextra America Head FabricatorDextra America
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2021-03-15-1
DIME Test ID: 2021-03-15-1-2
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: 2021-03-18
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 03/18/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797694997404Ok Neckingbewing

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 03/18/2021