Summary for Test 2016-06-15-8-4

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 7285
DEA: 040120T4
EFIS: 0400000027
DIST-CO-RTE-PM04-SF-80-12.6/13.9
Award Date11/27/2012
Closeout Date02/12/2025
Work DescriptionCONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES
Location DescriptionTHE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL
QA Service Level1 (Verified on 10/29/2012)

Sample Information

Sample Taken Date06/15/2016 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing06/17/2016 Sample typeQuality Assurance
A brief description of the sampleHeaded Bars The quantity of what the sample constitutes49
From where was the sample collectedFabricator First name of sampler or witnessed byGary
Last name of sampler or witnessed byMcComb Title of samplerUnknown
Telephone number of samplerUnknown Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameHRC
Transportation Laboratory (TL) NumberC939574 Inspector Lot Number from the Transportation Laboratory (TL) FormL1005816
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)3058431 Head Manufacturer Lot Number(s)1
Rebar Size#18 Headed Bar Model NameHRC 220
Size of HeadReduced Size - 4x Head Connection TypeFriction Weld
Head ShapeCircular Rebar ManufacturerCMC
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2016-06-15-8
DIME Test ID: 2016-06-15-8-4
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: 2016-06-22

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Brian
Date of test: 06/21/2016
UTM: 2000KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1437867094670Bar BrokeBrian

General comments (publicly viewable) (Max 1000 characters): Bar Broke; OK Necking
Test Graph
WARNING: No graph data imported from Instron machine.

Test was verified on 6/22/2016 ✔