Summary for Test 2021-07-30-2-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
DIST-CO-RTE-PM05-SB-101-4.4/R7.7
Award Date06/05/2021
Closeout DateNot set
Work DescriptionPlease cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
QA Service Level1 (Verified on 05/06/2021)

Sample Information

Sample Taken Date07/30/2021 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing08/03/2021 Sample typeQuality Assurance
A brief description of the sample#11 Headed Reinforcements The quantity of what the sample constitutes4
From where was the sample collectedSource First name of sampler or witnessed byNicholas
Last name of sampler or witnessed byHoffmann Title of sampler
Telephone number of sampler Laboratory sample identificationL124-50-21
Linked DIME Sample ID The fabricator/manufacturer/facility nameHRC
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL124-50-21
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4108404 Head Manufacturer Lot Number(s)1
Rebar Size#11 Headed Bar Model NameHRC 120
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC Rebar
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A615 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2021-07-30-2
DIME Test ID: 2021-07-30-2-2
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: 2021-08-04

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 08/04/2021
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.5614656193949OK 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 8/4/2021