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<br />maintained, a 4,000 foot length is <br />adequate. This runway could be <br />utilized specifically for training <br />operations and operations by small <br />aircraft exclusively. Keeping a third <br />runway at a shorter length would be <br />less expensive than maintaining three <br />at current lengths. <br /> <br />RUNWAY WIDTH <br /> <br />Runway 12-30 is currently 150 feet <br />wide, while the other runways are 100 <br />feet wide. FAA and TxDOT standards <br />call for a width of 100 feet to meet ARC <br />D-II standards. If Runway 12-30 were <br />kept as the primary runway, however, it <br />could be more costly to narrow the <br />runway and move the runway lights as <br />opposed to maintaining it at 150 feet. A <br />benefit/cost analysis will need to be <br />done at the time of the next <br />maintenance project to determine if it <br />should be narrowed, especially if this <br />runway is to be extended. The selected <br />crosswind runway should be maintained <br />at a width of 100 feet. If a third runway <br />is kept, it could be reduced to 75 feet to <br />serve small aircraft exclusively. This <br />could be done by simply maintaining <br />and marking the center 75 feet of the <br />runway. <br /> <br />RUNWAY PAVEMENT STRENGTH <br /> <br />All four runways are constructed of <br />asphalt. Runway 8-26 provides the <br />greatest single wheel gear loading <br />(SWL) strength at 80,000 pounds. <br />Runway 12-30 is strength rated at <br />60,000 pounds SWL. Runways 4-22 and <br />17-35 provide much less strength rated <br />at 15,000 pounds SWL and 20,000 <br />pounds SWL, respectively. <br /> <br />In order to accommodate corporate and <br />charter general aviation aircraft, the <br />primary runway at the airport should <br />be strength rated at least 75,000 <br />pounds dual wheel gear loading (DWL). <br />The strength of Runways 8-26 and 12- <br />30 are adequate to meet this <br />requirement. Runways 4-22 and 17-35 <br />would need to be strengthened if either <br />were chosen as the primary or <br />crosswind runway. If a third runway is <br />kept, it should be maintained at 12,500 <br />pounds SWL. <br /> <br />RUNWAY SAFETY AREAS <br /> <br />The design of airfield facilities includes <br />both the pavement areas to <br />accommodate landing and ground <br />operations of aircraft as well as <br />imaginary safety areas to protect <br />aircraft operational areas and keep <br />them free of obstructions would could <br />affect the safe operation of aircraft at <br />the airport The imaginary safety areas <br />include the: runway safety area (RSA) <br />and object free area (OFA). <br /> <br />The FAA defines the OFA as "a two <br />dimensional ground area surrounding <br />runways, taxiways, and taxilanes which <br />is clear of objects except for objects <br />whose location is fixed by function (i.e. <br />airfield lighting)." The RSA is defined <br />as "a defined surface surrounding the <br />runway prepared or suitable for <br />reducing the risk of damage to airplanes <br />in the event of an undershoot, <br />overshoot, or excursion from the <br />runway." <br /> <br />Furthermore, the FAA has placed a <br />higher significance on maintaining <br />adequate RSAs at all airports due to <br /> <br />4-7 <br />