Summary for Test 2019-03-12-1-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 213470
DEA: 06394604
EFIS: 0600020595
DIST-CO-RTE-PM06-FRE-269-10.6/12.4
Award Date11/02/2018
Closeout Date10/15/2020
Work DescriptionREPLACE BRIDGES AND RECONSTRUCT ROADWAY.
Location DescriptionFRESNO COUNTY NEAR HURON FROM 1.0 MILE NORTH OF PALMER AVENUE TO 0.4 MILE SOUTH OF ROUTE 198
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date03/12/2019 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing03/14/2019 Sample typeQuality Assurance
A brief description of the sampleHRC 120 T-Heads The quantity of what the sample constitutes4 lots
From where was the sample collectedFabricator First name of sampler or witnessed byRussell
Last name of sampler or witnessed byLynch Title of sampler
Telephone number of sampler3609216934 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHRC Gerdau Vinton
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL96-056-19
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)65032496, 1821826 Head Manufacturer Lot Number(s)1 thru 4
Rebar Size9 Headed Bar Model NameHRC 120
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerGerdau and Vinton
Head ManufacturerHRC Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2019-03-12-1
DIME Test ID: 2019-03-12-1-2
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: 2019-03-22

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Steve
Date of test: 03/15/2019
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1119548095480Bar BrokeSteve

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 3/15/2019 ✔