Summary for Test 2019-08-07-6-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 212743
DEA: 030H26U4
EFIS: 0317000247
DIST-CO-RTE-PM03-PLA-65-R5.0/R6.6
Award Date02/14/2018
Closeout Date10/21/2022
Work DescriptionNORTHBOUND WIDENING AND RAMP IMPROVEMENTS.
Location DescriptionPLACER COUNTY IN AND NEAR ROSEVILLE AND ROCKLIN FROM 0.1 MILE SOUTH OF EAST ROSEVILLE VIADUCT TO 0.5 MILE SOUTH OF PLEASANT GROVE BOULEVARD OVERCROSSING
QA Service Level1 (Verified on 12/18/2017)

Sample Information

Sample Taken Date08/07/2019 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing08/12/2019 Sample typeQuality Assurance
A brief description of the sample#7 T-Head bars The quantity of what the sample constitutes1 Lot
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 ID The fabricator/manufacturer/facility nameHRC
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL131-183-19
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)4087576 Head Manufacturer Lot Number(s)B1125290
Rebar Size7 Headed Bar Model NameHRC 120
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Steel Arizona
Head ManufacturerUnknown Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2019-08-07-6
DIME Test ID: 2019-08-07-6-2
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: 2019-08-14

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 08/12/2019
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.65666094430Bar 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 8/14/2019 ✔