NSN RW1028 TAXIWAY REPAIR, LP AREA (PHASE 1 OF 4)

Scope, Design, and/or Study PHASE 1, specific work by pavement section includes: Section TWA-T10A: Remove existing concrete and asphalt pavements and base materials. Haul and dispose of unsuitable and contaminated soils. Provide clean fill; crush concrete for reuse as a new base course. Replace with 13" PCC over 8" of cement stabilized crushed aggregate base course. Apply high temperature sealant as required and repaint all taxiway striping and markings to UFC requirement. Section TWA-36A: Remove existing concrete and asphalt pavements and base materials. Haul and dispose of unsuitable and contaminated soils. Provide clean fill; crush concrete for reuse as a new base course. Replace with 13" PCC over 8" of cement stabilized crushed aggregate base course. Apply high temperature sealant as required and repaint all taxiway striping and markings to UFC requirement. Replacement pavement section reduced in size by approximately 7,000 SY and returned to turf. Sections TWASH-S07D; TWASH-S06D: Remove existing shoulders and provide replacement taxiway shoulders total 25' wide paved with 2" of AC over 12" of compacted crushed aggregate base course per UFC requirements. Haul and dispose of unsuitable and contaminated soils and provide clean fill. This is a CNIC funded project. UIC: N62688