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Res 2001-006
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Res 2001-006
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8/21/2007 3:28:04 PM
Creation date
10/11/2005 3:41:37 PM
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City Clerk
City Clerk - Document
Resolutions
Number
2001-06
Date
1/14/2002
Volume Book
146
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<br />Future planning for Runway 12-30 <br />should consider providing up to 7,000 <br />feet. This length would better situate <br />the San Marcos Municipal Airport to <br />serve the range of business jet aircraft <br />on a regular basis. <br /> <br />In order to fully accommodate ARC B-II <br />aircraft, the appropriate planning <br />category for the crosswind runways is <br />"small airplanes with 10 or more <br />passenger seats." As shown in Table <br />3B, a runway length of 4,500 feet is <br />recommended for this category. All <br />crosswind runways currently exceed <br />this minimum requirement. TxDO,!, <br />Polices and Standards indicates that a <br />crosswind runway should have a length <br />of at least 80 percent of the primary <br />runway length. If Runway 12-30 were <br />extended to 7,000 feet, at least one <br />crosswind runway should be at least <br />5,600 feet long. Alternative analysis, to <br />be conducted in the next chapter, will <br />consider extending Runway 12-30 up to <br />7,000 feet and ensure that at least one <br />crosswind runway provide 5,600 feet. <br /> <br />RUNWAY WIDTH <br /> <br />Runway width is based upon the <br />planning ARC for each runway. For <br />ARC D-II, the FAA specifies a runway <br />width of 100 feet. TxDOT's Policies and <br />Standards indicates that a Transport <br />Airport should provide a runway width <br />of 100 feet. The existing width of <br />Runway 12-30, at 150 feet, exceeds FAA <br />and TxDOT requirements. All other <br />crosswind runways are currently 100 <br />feet wide, exceeding this minimum <br />requirement. <br /> <br />While consideration could be given to <br />reducing the width of Runway 12-30 to <br /> <br />100 feet (ARC D-II) and the crosswind <br />runways to 75 feet (ARC B-II), the cost <br />to reconstruct these runways at 100 and <br />75 feet (which would require relocating <br />all the existing runway lighting) would <br />need to be compared to the cost to <br />reconstruct them at 100 and 75 feet. It <br />should also be noted that maintaining a <br />crosswind runway at a width of 100 feet <br />will better suite the runway to <br />accommodate the airport's traffic when <br />the primary runway is closed. <br /> <br />RUNWAY <br />PAVEMENT STRENGTH <br /> <br />The most important feature of airfield <br />pavement is its ability to withstand <br />repeated use by aircraft of significant <br />weight. At the airport, this includes a <br />wide range of general aviation aircraft <br />ranging from small single-engine <br />aircraft to business jet aircraft. <br /> <br />Runway 12-30 presently has a single <br />wheel loading (SWL) strength of60,000 <br />pounds. Runway 4-22 has a pavement <br />strength rating of 15,000 pounds SWL; <br />Runway 8-26 has 80,000 pounds SWL; <br />and Runway 17-35 has 20,000 pounds <br />SWL. TxDOT's Policies and Standards <br />indicates a mImmum pavement <br />strength of 30,000 pounds SWL for <br />general aviation transport and reliever <br />airports. These pavement strengths <br />ratings are sufficient to serve the <br />expected mix of aircraft to use the <br />airport through the planning period. <br /> <br />TAXIWAYS <br /> <br />Taxiways are constructed primarily to <br />facilitate aircraft movements to and <br />from the runway system. Some <br /> <br />3-9 <br />
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