PILE SCHEDULE.xlsx

This is a Pile Schedule spreadsheet detailing structural specifications for foundation elements required under solicitation FA813726R0026 for the installation of a REACT VII Facility at Building 9001.

The schedule specifies two pile cap configurations, both measuring 24 inches by 24 inches by 2 feet in height, reinforced with eight #4 vertical bars and six #4 tie bars. Pile cap P1 is designed to support axial loads of 33 kips (ASD) or 45 kips (LRFD), with vertical shear loads of 0.1 kips (ASD) or 0.2 kips (LRFD), and bending moments of 0.4 kip-feet (ASD) or 0.9 kip-feet (LRFD). Pile cap P2 accommodates higher bending moments of 15 kip-feet (ASD) or 21 kip-feet (LRFD) while supporting lower axial loads of 21 kips (ASD) or 29 kips (LRFD), with identical vertical shear specifications. Both configurations include helical pier foundations and are designed using both Allowable Stress Design (ASD) and Load and Resistance Factor Design (LRFD) methodologies. This document serves as a technical specification appendix supporting the structural design requirements for the facility installation project.