QA AZ NFSR 289 Bridge Replacement. 11.04.25.pdf

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AZ FS 289(1) AZ NFSR 289 BRIDGE REPLACEMENT
Solicitation number
6982AF25B000019
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This document is a Questions and Answers (Q&A) file for the AZ FS 289(1) AZ NFSR 289 Bridge Replacement project dated October 27 and 31, 2025. The Q&A addresses two specific technical inquiries related to the bridge replacement project. The first question concerns Section 565 – Drilled Shafts, with clarification provided to embed permanent steel casings a minimum of two feet into "soil-like bedrock" as detailed on Sheet S3 and in the Geotechnical Report. The second question addresses load limitations on the existing bridge, with the response directing the reader to Amendment A001 for details about crossing the existing bridge or providing a temporary crossing, given the discrepancy between the current 20-ton load limit and the 100-ton equipment needed for foundation installation.

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Questions and Answers during Advertisement for AZ FS 289(1) AZ NFSR 289 Bridge Replacement

October 27, 2025

Questions Answers 1 Section 565 – Drilled Shafts includes an additional note which refers to permanent casings being embedded a minimum of 2’ into the “soil like sandstone layer”. Please clarify details on the apparent permanent casing requirement.”

Embed permanent steel casings a minimum of two feet into “soil-like bedrock” as shown on Sheet S3 and per the Geotechnical Report. Refer to the Geotechnical Report for additional information.

October 31, 2025

Questions Answers 1 With the load limit of 20Tons on the existing bridge, and 100T plus equipment needed to install the foundations, will an exemption be provided to the contractor to cross the existing bridge or will a temporary crossing be provided?

See Amendment A001.

File details come from the government source that posted it. Updated .