The earthwork component included over 80,000 cubic yards of excavation, 160,000 square yards of clearing and grubbing, 221,000 square yards of compacted subgrade, and 81,000 square yards of lime rock base.

Subcontractor management of the project was challenging with addition of FAA Facility modification that required a medium intensity approach lighting system with Runway Alignment Indicator Lights and Runway Status Lights. Since this was a very active airport the runway had a tight timeline that could not exceed the closure of the runway for more than 120 days. We were able to complete the project within the timetable given even with the delays of the heavy rains experienced during the project.