Summary for Test 2026-07-16-13-1

Test performed: ASTM A970-18

Project Information

Project IdentifiersProject ID: 1001123
DEA: 051H4704
EFIS: 0516000078
DIST-CO-RTE-PM05-SCR-9-9-13.6,15.5
Award Date09/05/2025
Closeout DateNot set
Work DescriptionREPLACE BRIDGES AND INSTALL MGS.
Location DescriptionSANTA CRUZ COUNTY NEAR BOULDER CREEK AT SAN LORENZO RIVER BRIDGE AND AT KINGS CREEK BRIDGE
QA Service Level1 (Verified on 04/10/2025)

Sample Information

Sample Taken Date07/16/2026 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing07/22/2026 Sample typeQuality Assurance
A brief description of the sample#8 ASTM A706 Gr. 60 HRC 555 Headed Rebar The quantity of what the sample constitutes1st Lot
From where was the sample collectedFabricator First name of sampler or witnessed byLevi
Last name of sampler or witnessed byPivoda Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCMC - Tracy
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)9013981 Head Manufacturer Lot Number(s)1
Rebar Size#8 Headed Bar Model NameType 555
Size of HeadReduced Size - 4x Head Connection Type
Head ShapeCircular Rebar ManufacturerCMC Steel Arizona
Head ManufacturerHeaded Reinforcement Corp Head FabricatorCMC Rebar Tracy
Material Standard CodeASTM A706 Headed Bar Unique ID4FG-17-01

Test Details

DIME Sample ID: 2026-07-16-13
DIME Test ID: 2026-07-16-13-1
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: 2026-08-03

Test Results


Number of Headed Bar Samples: 4
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 08/03/2026
UTM: NA
Temperature: 0 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
110.797419593900Ok NeckingWSP
210.797396593600Ok NeckingWSP
310.797525095300Ok NeckingWSP
410.797604096300Ok NeckingWSP

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Test was verified on 8/3/2026 ✔