Summary for Test 2018-07-12-3-2

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 Date07/12/2018 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 testing07/13/2018
Sample typeQuality Assurance A brief description of the sampleHRC 150 T-Heads
The quantity of what the sample constitutes1 lot From where was the sample collectedFabricator
First name of sampler or witnessed byRussell Last name of sampler or witnessed byLynch
Title of samplerQAI Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Gerdau Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL96-090-18 Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)6503123402 Head Manufacturer Lot Number(s)Lot 1
Rebar Size6 Headed Bar Model NameHRC 150
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerGerdau
Head ManufacturerHRC Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2018-07-12-3
DIME Test ID: 2018-07-12-3-2
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: 2018-07-24

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 07/17/2018
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.444258096770Bar 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 7/17/2018