Summary for Test 2026-01-16-2-1

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 994326
DEA: 051C3604
EFIS: 0512000134
DIST-CO-RTE-PM05-SB-217-0.9/1.4
Award Date01/31/2023
Closeout DateNot set
Work DescriptionREPLACE BRIDGE.
Location DescriptionSANTA BARBARA COUNTY NEAR GOLETA FROM 0.2 MILE EAST OF GOLETA SLOUGH BRIDGE TO 0.4 MILE EAST OF SAN JOSE CREEK BRIDGE
QA Service Level1 (Verified on 10/17/2022)

Sample Information

Sample Taken Date01/16/2026 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing01/22/2026 Sample typeQuality Assurance
A brief description of the sample#7 HRC 120 The quantity of what the sample constitutes150
From where was the sample collectedFabricator First name of sampler or witnessed byJohnathan
Last name of sampler or witnessed byShoulders Title of sampler
Telephone number of sampler 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) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)387625 Head Manufacturer Lot Number(s)100012457343
Rebar Size#7 Headed Bar Model NameHRC 120
Size of HeadFull Size - 9x Head Connection Type
Head ShapeSquare Rebar ManufacturerCascade Steel
Head ManufacturerNucor Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706 Headed Bar Unique ID9FW-17-03

Test Details

DIME Sample ID: 2026-01-16-2
DIME Test ID: 2026-01-16-2-1
Testing Lab: Kleinfelder - Rancho Cordova
Test Method: ASTM A970-18: Standard Specification for Headed Steel Bars for Concrete Reinforcement (Tensile)
Test Release Date: 2026-02-02

Test Results


Number of Headed Bar Samples: 4
Input Type: Measured
Tester's full name: Andrew Auvinen
Date of test: 01/30/2026
UTM: NA
Temperature: 0 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
160.605742095500Ok NeckingKleinfelder
260.605638094000Ok NeckingKleinfelder
360.605802096500Ok NeckingKleinfelder
460.605786096500Ok NeckingKleinfelder

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/2/2026 ✔