Specifications include, but are not limited to: Runway 18L-36R and its associated parallel Taxiway A were constructed at Cecil Airport in Jacksonville, Florida in 1951. The pavement section for both facilities consisted of 10 inches of Portland cement concrete on a 6-inch granular base. In 1958, Runway 36R and Taxiway A were extended 4,500 feet to the south, resulting in a total length of 12,500 feet. The pavement section for the runway and taxiway extensions was 11 inches of Portland cement concrete on 10 inches of limerock base. Significant damage to both the runway and taxiway pavement has occurred over the years. In 2020, the 50-foot-wide keel section of the runway was reconstructed. Multiple corrective measures ranging from spall repairs to partial and full panel replacements were made to Taxiway A in 2020 and 2021. These were considered temporary measures until a complete rehabilitation/reconstruction could be completed. The selected Engineering Consultant will provide design and construction phase services for the rehabilitation/reconstruction of Taxiway A at Cecil Airport