Summary for Test 2018-06-08-7-1

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 213267
DEA: 04013584
EFIS: 0416000289
DIST-CO-RTE-PM04-SF-80-8.0/8.3,0.9/1.4
Award Date03/29/2018
Closeout Date12/30/2019
Work DescriptionPier Retention
Location DescriptionIn San Francisco and Alameda Counties on Yerba Buena Island and .4 miles west of Oakland Toll plaza
QA Service Level1 (Verified on 05/01/2018)

Sample Information

Sample Taken Date06/08/2018 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing06/19/2018 Sample typeQuality Assurance
A brief description of the sampleSize 10 HRC 150 Theads The quantity of what the sample constitutes100
From where was the sample collectedFabricator First name of sampler or witnessed byDavid
Last name of sampler or witnessed byGray Title of samplerPOC
Telephone number of sampler(559) 313-4832 Laboratory sample identificationUnknown
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameHRC
Transportation Laboratory (TL) NumberC943261 Inspector Lot Number from the Transportation Laboratory (TL) Forms32-072-18
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)4073633 Head Manufacturer Lot Number(s)MM16106754
Rebar Size8 Headed Bar Model NameHRC 150
Size of HeadFull Size - 9x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC Etiwanda
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2018-06-08-7
DIME Test ID: 2018-06-08-7-1
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: 2018-06-28

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: Fred
Date of test: 06/20/2018
UTM: 400KIP
Temperature: 72 F
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797308092510Bar BrokeFred

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 6/21/2018 ✔