Summary for Test 2016-08-10-2-1

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date08/10/2016 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing08/11/2016 Sample typeQuality Assurance
A brief description of the sampleBartec End Anchors The quantity of what the sample constitutes4
From where was the sample collectedFabricator First name of sampler or witnessed byEd
Last name of sampler or witnessed byFleming Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationT15
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameHarris Rebar
Transportation Laboratory (TL) NumberC715275 Inspector Lot Number from the Transportation Laboratory (TL) FormB1034216
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)SE16101836 Head Manufacturer Lot Number(s)STA161336
Rebar Size11 Headed Bar Model NameLarge End Anchor
Size of HeadFull Size - 9x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerBartec Head FabricatorBartec
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2016-08-10-2
DIME Test ID: 2016-08-10-2-1
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: 2016-08-15

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 08/11/2016
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1T151.5615067096580Bar 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 8/15/2016 ✔