Summary for Test 2022-07-29-1-6

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 212896
DEA: 04160304
EFIS: 0400000429
DIST-CO-RTE-PM04-ALA-84-13.1/13.5
Award Date11/17/2020
Closeout Date02/02/2026
Work DescriptionNILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location DescriptionIN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date07/29/2022 Sample Unique Key1
Date that the sample was received by the laboratory/organization performing the testing08/01/2022 Sample typeQuality Assurance
A brief description of the sample#5 HRC 120 T-heads The quantity of what the sample constitutes258
From where was the sample collectedManufacturer First name of sampler or witnessed bySteve
Last name of sampler or witnessed byHall Title of samplerCT METS QA INSPECTOR
Telephone number of sampler6466327821 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHeaded Reinforcement Corp, Fountain Valley, CA
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL134-029-22
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)6032268 Head Manufacturer Lot Number(s)1, 2, 3, 4
Rebar Size#5 Headed Bar Model NameHRC120
Size of HeadFull Size - 9x Head Connection Type
Head ShapeSquare Rebar ManufacturerCMC Fontana
Head ManufacturerHRC Fountain Valley Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706 Headed Bar Unique IDNot set

Test Details

DIME Sample ID: 2022-07-29-1
DIME Test ID: 2022-07-29-1-6
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: 2022-08-05

Test Results


Number of Headed Bar Samples: 1
Input Type: Measured
Tester's full name: spaine
Date of test: 08/03/2022
UTM: 400kip
Temperature: 72 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
120.313032497819Ok 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 8/5/2022 ✔