Summary for Test 2019-04-05-4-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date04/05/2019 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing04/08/2019 Sample typeQuality Assurance
A brief description of the sample#5 T-Head bars The quantity of what the sample constitutes4 lots
From where was the sample collectedFabricator First name of sampler or witnessed byOsiel
Last name of sampler or witnessed byRamirez Title of samplerQAI
Telephone number of sampler5599740870 Laboratory sample identification2428
Linked DIME Sample IDN/A The fabricator/manufacturer/facility nameHRC
Transportation Laboratory (TL) NumberC9469884 Inspector Lot Number from the Transportation Laboratory (TL) FormL123-018-19
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)6503314402 Head Manufacturer Lot Number(s)B1126696
Rebar Size5 Headed Bar Model NameNucor
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC
Head ManufacturerNucor Head FabricatorNucor
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2019-04-05-4
DIME Test ID: 2019-04-05-4-2
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: 2019-04-19

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 04/10/2019
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.313040098060Bar 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 4/12/2019 ✔