Summary for Test 2020-06-05-16-4

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 213229
DEA: 050A0504
EFIS: 0500000007
DIST-CO-RTE-PM05-SB-1-15.6
Award Date12/14/2018
Closeout Date08/17/2022
Work DescriptionBRIDGE REPLACEMENT, RETAINING WALL AND FISH PASSAGE.
Location DescriptionSANTA BARBARA COUNTY NEAR LOMPOC AT SALSIPUEDES CREEK BRIDGE
QA Service Level1 (Verified on 03/23/2018)

Sample Information

Sample Taken Date06/05/2020 Sample Unique Key16
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing06/08/2020
Sample typeQuality Assurance A brief description of the sampleHRC 670L End Anchors
The quantity of what the sample constitutes27 From where was the sample collectedJob Site
First name of sampler or witnessed byBernardo Last name of sampler or witnessed byHernandez
Title of samplerTE Civil Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameHRC Transportation Laboratory (TL) Number760210
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)1712924 Head Manufacturer Lot Number(s)10-19-05-19
Rebar Size#10 Headed Bar Model Name670L
Size of HeadFull Size - 9x Head Connection Type
Head ShapeCircular Rebar ManufacturerVinton Steel
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2020-06-05-16
DIME Test ID: 2020-06-05-16-4
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: 2020-06-09

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 06/09/2020
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.27136966107848Broke at Headfsaylor

General comments (publicly viewable) (Max 1000 characters): Broke at Head
Test Graph
Source: Bluehill Data Point File
Test graph for the Sample

Test was verified on 6/9/2020