Summary for Test 2026-04-27-78-1

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 Date04/27/2026 Sample Unique Key78
Date that the sample was received by the laboratory/organization performing the testing06/16/2026 Sample typeQuality Assurance
A brief description of the sampleHeaded Bars The quantity of what the sample constitutes4
From where was the sample collectedFabricator First name of sampler or witnessed byGordon
Last name of sampler or witnessed byBan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCMC Rbar
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)4156173 Head Manufacturer Lot Number(s)400003476521
Rebar Size#9 Headed Bar Model NameHRC 150 T Heads
Size of HeadFull Size - 9x Head Connection Type
Head ShapeCircular Rebar ManufacturerCMC Rebar
Head ManufacturerNucor Head FabricatorHRC
Material Standard CodeASTM A615 Headed Bar Unique ID9FW-17-04

Test Details

DIME Sample ID: 2026-04-27-78
DIME Test ID: 2026-04-27-78-1
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: 2026-06-25

Test Results


Number of Headed Bar Samples: 4
Input Type: Measured
Tester's full name: Steven Paine
Date of test: 06/25/2026
UTM: NA
Temperature: 0 f
NumLot #Area (sqin)Peak Load (lbf)Tensile Strength (psi)CommentsTested By
1119393094000Ok NeckingKleinfelder
2119442094500Ok NeckingKleinfelder
3119459094500Ok NeckingKleinfelder
4119466094500Ok NeckingKleinfelder

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

Test was verified on 6/25/2026 ✔