PILE SCHEDULE.xlsx

This is a Pile Schedule technical specification document that outlines structural design requirements for foundation support systems. The schedule specifies two pile cap configurations (P1 and P2), both measuring 24"x24"x2'-0" and reinforced with eight #4 vertical bars and six #4 ties. Load specifications are provided in both Allowable Stress Design (ASD) and Load and Resistance Factor Design (LRFD) methodologies. P1 is designed to support axial loads of 33K (ASD) or 45K (LRFD), with minimal shear (0.1K/0.2K) and moment (0.4K-FT/0.9K-FT) forces. P2 accommodates lower axial loads of 21K (ASD) or 29K (LRFD) but significantly higher moment loads of 15K-FT (ASD) or 21K-FT (LRFD), with equivalent shear values to P1. Both configurations are designed to support helical pier foundations and include detailed reinforcement specifications for structural integrity.

This technical schedule is associated with Air Force solicitation FA813727R0002 for the installation of a REACT VII facility at Building 9001, Post V19. The solicitation is restricted to SBA Certified Women Owned Small Businesses (WOSB) only and requires mandatory attendance at an initial site visit scheduled for October 15, 2026, at 0900 CST at the Northwest Parking lot of Building 9001 (coordinates 35°23'43.9"N 97°23'56.8"W). Interested WOSB contractors must submit RSVPs within five calendar days to SSgt Isaac Demmers and CC Tamra Torres, with Entry Access Lists provided if base access is required for attending personnel.