Summary for Test 2021-01-19-7-2

Test performed: ASTM A970-15e1

Project Information

Project IdentifiersProject ID: 214227
DEA: 100Q1214
EFIS: 1014000167
DIST-CO-RTE-PM10-MER-99-28.2/R37.3
Award Date12/04/2019
Closeout Date12/05/2022
Work DescriptionPLACE REINFORCED CONCRETE PAVEMENT, HMA & FIBER OPTIC CABLE SYSTEM.
Location DescriptionMERCED COUNTY IN AND NEAR LIVINGSTON FROM 0.8 MILE SOUTH OF HAMMATT AVENUE OVERCROSSING TO STANISLAUS COUNTY LINE
QA Service Level1 (Verified on 06/26/2019)

Sample Information

Sample Taken Date01/19/2021 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing01/26/2021 Sample typeAuthorization
A brief description of the sampleHeaded Bars The quantity of what the sample constitutes4
From where was the sample collectedJob Site First name of sampler or witnessed byDante
Last name of sampler or witnessed byTrujillo Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHRC
Transportation Laboratory (TL) NumberC502 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingAuthorization Testing
Rebar Heat Number(s)NA Head Manufacturer Lot Number(s)10 18 11 18
Rebar Size#10 Headed Bar Model Name670
Size of HeadReduced Size - 4x Head Connection TypeThreaded
Head ShapeCircular Rebar ManufacturerNA
Head ManufacturerHRC Head FabricatorHRC
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2021-01-19-7
DIME Test ID: 2021-01-19-7-2
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: 2021-01-26

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: fsaylor
Date of test: 01/26/2021
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.2712431297884OK Neckingfsaylor

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 1/26/2021 ✔