Summary for Test 2019-05-03-1-4

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 Date05/03/2019 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing05/03/2019 Sample typeQuality Assurance
A brief description of the sample#6 T-Head bars The quantity of what the sample constitutes3 lots
From where was the sample collectedFabricator First name of sampler or witnessed byHitesh
Last name of sampler or witnessed byPatel Title of samplerQuality Assurance Inspector
Telephone number of sampler9168691602 Laboratory sample identification
Linked DIME Sample IDN/A The fabricator/manufacturer/facility nameHRC
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL131-075-19
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)9000009 Head Manufacturer Lot Number(s)B1127341
Rebar Size6 Headed Bar Model NameHRC 150
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerCMC
Head ManufacturerNucor Head FabricatorHRC
Material Standard CodeASTM A615 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2019-05-03-1
DIME Test ID: 2019-05-03-1-4
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: 2019-05-16

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 05/08/2019
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.4444560101270Bar 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 5/9/2019 ✔