Summary for Test 2025-05-09-7-1

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 1000409
DEA: 051S1604
EFIS: 0524000176
DIST-CO-RTE-PM05-MON-1-60
Award Date06/14/2024
Closeout Date08/21/2026
Work DescriptionRocky Creek Slip Out Permanent Restoration Project
Location DescriptionNot set
QA Service Level1 (Verified on 06/26/2024)

Sample Information

Sample Taken Date05/09/2025 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing05/15/2025 Sample typeQuality Assurance
A brief description of the sample4 samples (1 Lot) of #11 Rebar with HRC heads The quantity of what the sample constitutes4
From where was the sample collectedFabricator First name of sampler or witnessed byDavid
Last name of sampler or witnessed byAlvarez Title of samplerQuality Assurance Inspector
Telephone number of sampler2094301848 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCamblin Steel
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)9003128 Head Manufacturer Lot Number(s)N/A
Rebar Size#11 Headed Bar Model NameHRC
Size of HeadReduced Size - 4x Head Connection TypeForged
Head ShapeCircular Rebar ManufacturerCMC
Head ManufacturerHRC Head FabricatorCamblin Steel
Material Standard CodeASTM A706 Headed Bar Unique ID4FG-17-01

Test Details

DIME Sample ID: 2025-05-09-7
DIME Test ID: 2025-05-09-7-1
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: 2025-05-27

Test Results


Number of Headed Bar Samples: 4
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 05/27/2025
UTM: NA
Temperature: 0 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
111.5614635094000Ok NeckingKleinfelder
211.5614842095000Ok NeckingKleinfelder
311.5614695094000Ok NeckingKleinfelder
411.5614691094000Ok NeckingKleinfelder

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

Test was verified on 5/27/2025 ✔