Summary for Test 2018-07-17-3-1

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 212376
DEA: 044G8504
EFIS: 0413000052
DIST-CO-RTE-PM04-SM-1-R44.1
Award Date04/12/2018
Closeout Date09/01/2020
Work DescriptionREPLACE PEDESTRIAN OVERCROSSING
Location DescriptionSAN MATEO COUNTY IN PACIFICA AT THE SAN JOSE AVENUE PEDESTRIAN OVERCROSSING
QA Service Level1 (Verified on 05/23/2018)

Sample Information

Sample Taken Date07/17/2018 Sample Unique Key3
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 testing07/19/2018
Sample typeQuality Assurance A brief description of the sampleHRC T-Heads
The quantity of what the sample constitutes3 Lots From where was the sample collectedManufacturer
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byClifford
Title of samplerQA Inspector Telephone number of sampler(510) 325-3065
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL78-032-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)65031234 Head Manufacturer Lot Number(s)NF100888642
Rebar Size6 Headed Bar Model NameHRC 150
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerNucor Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2018-07-17-3
DIME Test ID: 2018-07-17-3-1
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: 2018-07-27

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 07/20/2018
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
12 thru 40.444347098800Bar BrokeBrian

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
Source: Partner Data Point File
Test graph for the Sample

Test was verified on 7/20/2018