Specifications include, but are not limited to: Scope of the work - Phase 1: Phase 1 consists of the pavement rehabilitation of Taxiway H, primary taxiway for aircrafts departing and arriving on Runway 10-28. Currently, the western section of Taxiway H presents major pavement distresses such as low to high severity joints spalls, corner spalls, corner breaks, linear cracks, high severity shattered slabs and high severity joint seal damage in addition to shrinkage cracks, pumping, and pop outs. Based on geotechnical investigation, the pavement thickness varies from 14 to 16 inches of Portland Cement Concrete (PCC). The pavement rehabilitation will include, but not be limited to, the pavement rubblization, asphalt paving (P-401 & P-403), existing utility protection, pavement markings, maintenance of traffic, dewatering and electrical improvements.
