Test 2020-12-23-2-2 (ASTM A970-15e1) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date12/23/2020 Sample Unique Key2
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 testing12/28/2020
Sample typeQuality Assurance A brief description of the sample#10 HRC 120 T heads
The quantity of what the sample constitutes20 From where was the sample collectedManufacturer
First name of sampler or witnessed bySteve Last name of sampler or witnessed byHall
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameHeaded Reinforcement Corp, Fountain Valley, CA Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL134-297-20 Structure unique identifier
Structure name
Material Information
Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)3100629 Head Manufacturer Lot Number(s)1
Rebar Size#10 Headed Bar Model NameHRC 120
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC Rancho Cucamonga
Head ManufacturerHeaded Reinforcement Corp Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706
Test Details
DIME Sample ID: 2020-12-23-2
DIME Test ID: 2020-12-23-2-2
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: 2021-01-04
Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 01/04/2021
UTM: 400kip
Temperature:72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.2712362597342OK 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 01/04/2021