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Canyon Creek Bridge

Active
State & Local

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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The Canyon Creek Bridge project, managed by Caltrans District 3 in California, focuses on the testing and repair of fracture critical weld joints on T1 steel girders. This initiative is a response to a nationwide Federal Highway Administration mandate to identify and rectify weld anomalies in bridges utilizing T1 steel girders in fracture critical configurations. The scope of work specifically involves testing these weld joints and performing necessary repairs on any joints found to have voids. The project is located on State Route 162, from post mile 29.96 to 30.11, northeast of Oroville in Butte County. Under NAICS code 237310, the project has been granted a Notice of Exemption under the Existing Facilities category of Section 15301, as it is not expected to result in adverse environmental impacts. Administrative oversight is provided by Marta Martinez-Topete, and the project was formally certified by the California Department of Transportation.

General Info

Inspect and repair fracture-critical welds on Canyon Creek Bridge per FHWA mandate, no replacement or pricing details provided.

Agency

California → Caltrans, District 3 - Marysville/Sacramento

NAICS

237310 - Highway, Street, and Bridge ConstructionView NAICS

Place of Performance

CA

Set-Aside

NONE

Documents

(1)

Notice of Exemption for Canyon Creek Bridge Repairs

PDFnotice-of-exemption

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Timeline

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Organization & Contact Information

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AgencyCalifornia → Caltrans, District 3 - Marysville/Sacramento
Contacts1 person available
OfficeN/A
Organization / Agency
California → Caltrans, District 3 - Marysville/Sacramento
Office AddressN/A
Contacts
Marta MartinezEnvironmental Scientist

Full Description

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The purpose of the project is to test the fracture critical weld joints of the T1 steel girders and make repairs to said weld joints found with voids. The need for the project is to respond to FHWA’s nationwide mandate to test and affirm if there are any weld anomalies in a class of bridges that utilized T1 steel girders in a fracture critical configuration.

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about 4 hours ago

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