QA. AZ NFSR 289 Bridge Replacement. 10.27.25.pdf
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- Attached to
- AZ FS 289(1) AZ NFSR 289 BRIDGE REPLACEMENT
- Solicitation number
- 6982AF25B000019
About this file
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, 2025. The Q&A addresses a specific technical detail about drilled shafts in Section 565, specifically clarifying the requirement for permanent steel casings. The response instructs contractors to embed permanent steel casings a minimum of two feet into the "soil-like bedrock" as specified on Sheet S3 and detailed in the Geotechnical Report, directing bidders to refer to the Geotechnical Report for additional information about the casing requirements.
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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.
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