Summary for Test 2020-08-18-3-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Award Date06/06/2018
Closeout DateNot set
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
QA Service Level1 (Verified on 10/16/2019)

Sample Information

Sample Taken Date08/18/2020 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing08/24/2020 Sample typeQuality Assurance
A brief description of the sampleHRC 120 T-Heads The quantity of what the sample constitutes22 ea.
From where was the sample collectedSource First name of sampler or witnessed byWilliam
Last name of sampler or witnessed byClifford Title of samplerQA Inspector
Telephone number of sampler17142674733 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHeaded Reinforcement Corp, Fountain Valley, CA
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL78-080-20
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)3095553 Head Manufacturer Lot Number(s)B1130025
Rebar Size#11 Headed Bar Model NameHRC 120
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC Rebar
Head ManufacturerNucor Head FabricatorNucor
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2020-08-18-3
DIME Test ID: 2020-08-18-3-2
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: 2020-08-24

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 08/24/2020
UTM: 2000kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.56152137.1597524Ok 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 8/24/2020