By Geoffrey S. Baskir, Edward L. Gervais
This ebook offers six case reports fascinated with the making plans, engineering, and administration of significant development tasks at lively airports. the development or reconstruction of runways, aprons, ramps, or terminals whereas an airport is open for normal operations poses complicated demanding situations, comparable to entry to and from airport working parts, logistics, staging, temporary lighting fixtures and signage, airline-airport communications, and staging and making plans for temporary closures of taxiways and taxi lanes. each one case learn describes the necessities, goals, demanding situations, methodologies, and classes realized from a contemporary venture, providing certain insights into how complicated initiatives might be controlled effectively. those case experiences are crucial analyzing for these serious about making plans, designing, and developing capital advancements to airport amenities, together with transportation and aviation engineers, development engineers and undertaking managers, and bosses with airport experts.
checklist of Abbreviations
desk of Contents
1. New Delhi Indira Gandhi overseas Airport Runway layout and development
2. Reconstruction of Runway 16L-34R at Seattle-Tacoma overseas Airport
three. Rehabilitation of Runway 09-27 at George Bush Intercontinental Airport
four. The Reconstruction of Runway 13R-31L at John F. Kennedy overseas Airport
five. Coordination and Logistics administration: developing CALM at la foreign Airport
6. Airfield development at Denver foreign Airport: growing the Invisible undertaking
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Extra resources for Airfield Safety and Capacity Improvements: Case Studies on Successful Projects
When the growth in air traffic operations led to delays, a conceptual plan to improve runway efficiency was already developed and ready for implementation. Keeping abreast of the development and production of New Large Aircraft and studying its impact on airfield infrastructure was also useful. Modifications to FAA standards were already negotiated long before the first A-380 landed at JFK. The modifications to Runway 13R-31L required to accommodate Group IV aircraft were identified before planning the runway’s reconstruction.
X Just prior to starting the project, the Port’s environmental group learned another regional airport discovered PCB contaminated joint sealant in the old concrete joints. Not knowing if STIA’s vintage concrete had the same joint material, the contractor was directed to expose the joints as soon as the runway was closed and made available. The team elected to mill down through the existing asphalt sections of runway and uncover several locations of the old concrete joints. Samples were then taken and shipped for a quick analysis.
The PCCP was batched at a mobile batch plant that was set up just outside of the airport’s north perimeter fence. This area was also used by the contractor as a staging area for materials such as reinforcement, light cans, and other equipment thus providing ready access to the project site. The majority of the PCCP was placed via a GOMACO GP-4000 slipform paver. Paving started on April 30th and progressed almost daily until September 3rd. The contractor was able to average approximately 1,550 square meters (1,850 square yards) of PCCP each paving day.
Airfield Safety and Capacity Improvements: Case Studies on Successful Projects by Geoffrey S. Baskir, Edward L. Gervais