Summary for Test 2022-11-30-2-4

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
Award Date05/27/2022
Closeout DateNot set
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date11/30/2022 Sample Unique Key2
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 testing12/01/2022
Sample typeQuality Assurance A brief description of the sample#11 HRC 555 t- heads
The quantity of what the sample constitutes32ea From where was the sample collectedFabricator
First name of sampler or witnessed byGreg Last name of sampler or witnessed byThompson
Title of samplerAssociate Steel Inspector Telephone number of sampler510-376-7155
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePacific Steel- Napa Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormB9-185-22 Structure unique identifier
Structure nameTumey Gulch

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)3500021318 Head Manufacturer Lot Number(s)Pacific Steel
Rebar Size#11 Headed Bar Model NameHRC 555 T Head
Size of HeadFull Size - 9x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerNucor
Head ManufacturerHRC Pacific Steel Group Head FabricatorPacific Steel Group
Material Standard CodeASTM A706 Headed Bar Unique ID4FG-17-01

Test Details

DIME Sample ID: 2022-11-30-2
DIME Test ID: 2022-11-30-2-4
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2022-12-06

Test Results

Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: bewing
Date of test: 12/02/2022
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.5615551199687Ok Neckingbewing

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

Test was verified on 12/6/2022