Test 2020-09-28-17-2 (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 Date9/28/2020 Sample Unique Key17
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 testing9/28/2020
Sample typeQuality Assurance A brief description of the sampleDextra T-Head
The quantity of what the sample constitutes16 splices From where was the sample collectedJob Site
First name of sampler or witnessed byChuck Last name of sampler or witnessed byPazzi
Title of samplerStructures Rep Laboratory sample identification
The fabricator/manufacturer/facility nameMyers and Sons Construction Transportation Laboratory (TL) Number
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)3096949 Head Manufacturer Lot Number(s)5076
Rebar Size#8 Headed Bar Model NameLarge End Anchor
Size of HeadFull Size - 9x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerCMC Rebar
Head ManufacturerDextra America Head FabricatorDextra America
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2020-09-28-17
DIME Test ID: 2020-09-28-17-2
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: 2020-10-01
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 09/29/2020
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797515095126Ok Neckingbewing

General comments (publicly viewable) (Max 250 characters): Ok Necking
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 10/01/2020