Summary for Test 2022-06-14-2-2

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 214989
DEA: 050L7224
EFIS: 0515000098
DIST-CO-RTE-PM05-SLO-1-34.5
Award Date10/13/2021
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSAN LUIS OBISPO COUNTY NEAR MORRO BAY AT OLD CREEK BRIDGE
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date06/14/2022 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 testing06/17/2022
Sample typeQuality Assurance A brief description of the sample#9
The quantity of what the sample constitutes208 From where was the sample collectedFabricator
First name of sampler or witnessed byLorenzo Last name of sampler or witnessed byGarcia
Title of samplerQA Telephone number of sampler17029172503
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameMartinez steel Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) FormL115-090-22 Structure unique identifier
Structure name

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)065122 Head Manufacturer Lot Number(s)Lot 1
Rebar Size#9 Headed Bar Model NameHRC555
Size of HeadFull Size - 9x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCascade Steel
Head ManufacturerCascade Steel Head FabricatorASTM A706
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2022-06-14-2
DIME Test ID: 2022-06-14-2-2
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: 2022-06-21

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 06/20/2022
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1119551495514ok neckingspaine

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 6/21/2022