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Chapter 10. AIRPORT ACCESS PLANS <br />72. General. This element of the airport master <br />plan should indicate proposed routing of airport access <br />to central business districts and to points of connection <br />with existing or planned ground transportation arteries <br />and beltways. All modes of access should be con- <br />sidered including highways, rapid transit, and access <br />by vertical and short takeoff and landing (V/STOL) <br />aircraft. The capacity requirement for the various <br />modes considered should be determined from forecasts <br />of passengers, cargo, and aircraft operations developed <br />in Chapter 2. This information should be converted <br />to trip data, by mode, to and from the airport. The <br />need for in -town terminals should also be established. <br />The airport access study should be of a general nature <br />since detailed plans of access outside the boundaries <br />of the airport will be developed by highway depart- <br />ments, transit authorities, and comprehensive planning <br />bodies. <br />73. The Access Problem. In 1967-1968, the <br />Bureau of Public Roads conducted an in-depth survey <br />of highway access problems at all United States large <br />and medium hub airports. They recommended that <br />30 minutes be considered as the maximum acceptable <br />travel time from the central business district (CBD) <br />to the airport. Tables 4 and 5 summarize the results <br />of this survey. It will be noted that peak travel time <br />at Chicago, Detroit, Los Angeles, New York, and <br />Washington all exceed this BPR recommendation for <br />travel from the CBD. Considering that these five <br />cities account for 27 percent of all United States pas- <br />senger movements, the airport access problem is ob- <br />vious. With a forecasted tripling in demand by 1980, <br />airport access will be critical and will involve many <br />additional cities. The necessity to locate new jetports <br />further from the CBD because of noise and limited <br />availability of land will, in the future, impose even <br />greater travel distances. <br />The decrease in flight time derived from jet service <br />is helping the air traveler meet his time saving goal. <br />However, surface access time constitutes an increasing <br />proportion of portal-to-portal trip time as figures 6 and <br />7 graphically illustrate. The problem of airport <br />ground access must also be considered in light of the <br />overall urban transportation problem. To travel al- <br />most anywhere in today's urban environment requires <br />increasing amounts of time. The daily commute to <br />work, the weekend recreation jaunt, and even the <br />neighborhood shopping trip is generating greater trip <br />times. Thus, the inevitable question must be asked, <br />"Why should an air traveler be able to get to the <br />airport any faster than he can get to work, or shop- <br />ping, or anyplace else in an urban area?" Although <br />various trip purposes are difficult to evaluate, the <br />failure of an air passenger to make his plane usually <br />has more time -cost associated with it than does an <br />occasional failure to make a shopping appointment <br />or to arrive at work on time. <br />The nature and length of the air trips and the type <br />of service which airports offer should also be consid- <br />ered in analyzing access problems. Medium length <br />access times to small close -in airports which serve <br />medium distance flights may be more critical than <br />longer access times to large far out airports which <br />serve long -haul flights. Therefore, the solution of <br />each airport access problem must be judged on its own <br />merits and it will often be more advantageous to es- <br />tablish an acceptable access time based upon total trip <br />time and distance than to set an access trip time such <br />as the 30-minute recommendation. <br />74. The Segments of Airport Access. Airport <br />access is usually divided into three major segments or <br />jurisdictions: <br />a. Access from the CBD and suburban areas via <br />highway and rapid transit systems to the airport <br />boundary; <br />b. Access from the airport boundary via airport <br />roads and rapid transit to passenger unloading curbs <br />at the terminal building; and <br />c. Access from terminal curbs through the ter- <br />minal to aircraft. <br />The first segment is a part of the overall regional <br />or urban transportation system and serves both gen- <br />eral traffic and airport traffic. State and local high- <br />way departments and local transit authorities will bear <br />the major responsibility for the administration, design, <br />and construction of this first segment. Airport spon- <br />sors are responsible for developing the requirements <br />57 <br />