Summary for Test 2026-03-23-4-1

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 1001955
DEA: 061H6904
EFIS: 0625000252
DIST-CO-RTE-PM06-TUL-190-42.75
Award Date07/14/2025
Closeout DateNot set
Work DescriptionInstall Sidehill Viaduct (Bridge No. 46-0285).
Location DescriptionNot set
QA Service Level1 (Verified on 02/17/2026)

Sample Information

Sample Taken Date03/23/2026 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing03/26/2026 Sample typeQuality Assurance
A brief description of the sample#10 HRC 120 T-Heads The quantity of what the sample constitutes4 Samples from lot 1
From where was the sample collectedFabricator First name of sampler or witnessed byOsiel
Last name of sampler or witnessed byRamirez Title of samplerQuality Assurance Inspector
Telephone number of sampler(916) 767-3535 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHRC Fountain Valley
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) FormL123-024-26
Structure unique identifier Structure name
Bid Item3945542

Material Information

Material TypeSMTL TM5 - Headed Bars Production or Authorization TestingProduction Testing
Rebar Heat Number(s)9010003 Head Manufacturer Lot Number(s)100012940141
Rebar Size#10 Headed Bar Model NameHRC 150 T Heads
Size of HeadFull Size - 9x Head Connection TypeFriction Weld
Head ShapeSquare Rebar ManufacturerCMC Steel Arizona
Head ManufacturerHRC Fountain Valley Head FabricatorHRC Fountain Valley
Material Standard CodeASTM A706 Headed Bar Unique ID9FW-17-03

Test Details

DIME Sample ID: 2026-03-23-4
DIME Test ID: 2026-03-23-4-1
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: 2026-04-02

Test Results


Number of Headed Bar Samples: 4
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 04/02/2026
UTM: NA
Temperature: 0 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.2711913094000Ok NeckingKleinfelder
211.2711997094500Ok NeckingKleinfelder
311.2711990094500Ok NeckingKleinfelder
411.2711999094500Ok NeckingKleinfelder

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

Test was verified on 4/2/2026 ✔