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<br /> <br />MACNETIC VARIANCE = 4'9' EAST <br />RATE OF CHANCE It: 6. l' WEST (1990) <br /> <br />SOURCE: <br />USAFETAC Air Weat.her Service <br />Asheville, N.C. <br />DATA STATION: <br />E1lln&t.on A1rlorce Balle <br />Texas <br />OBSERVATIONS: <br />87,622 ObservaUon:s <br />Deo. 88 - Jut 70; Aug. 72 - Nov. 80 <br /> <br />WIND COVERAGE <br /> <br />12 MPH 15 MPH <br />93. 4~ 98. 7~ <br />94. 9~ 99.2~ <br />99. 7~ 99.9~ <br /> <br />Runway 05-23 <br />Runway 12-30 <br />Com.bined Covfl'f'age <br /> <br />RUNWAY DATA- <br /> <br />RUNW A Y 12-30 <br /> <br />RUNWAY CATEGORY <br />AIRPORT REFERENCE CODE <br />RUNWAY DIMENSIONS <br />RUNWAY BEARING <br />RUNWAY INSTRUMENTATION' <br />RUNWAY SAFETY AREA <br />RUNWAY OBJECT FREE AREA <br />RUNWAY OBSTACLE FREE ZONE <br />RUNWAY APPROACH SURFACES <br />RUNWAY MGHTING <br />RUNWAY MARKING <br />EFFECTIVE RUNWA Y GRADIENT <br />PAVEMENT MATERIAL <br />PA VEMENT STRENGTH (in thousand lbs. <br />TAXIWAY LIGHTING <br />TAXIWAY MARKING <br />NA VIGA TIONAL AIDS <br /> <br />EXISTING <br /> <br />UTILITY <br />IIIB <br />3,500'X75' <br />N5Z16'1't'W <br />NON-PRECISION <br />4,100'X150' <br />4,700'X500' <br />3,900'X400' <br />20: 1120: 1 <br />MIRL <br />NON-PRECISION <br />0.029 <br />ASPHALT <br />23,000(S <br />MITL <br />CENTERLINE <br />NDB <br /> <br /> <br />UL T1~ <br /> <br />UTIL <br />III <br />4,300 <br />N5Z 1 f <br />NON-PR <br />4,900' <br />5,500' <br />4,700 <br />20: 1/ <br />MJ <br />NON-PF. <br />O.C <br />ASP, <br />30,01 <br />M.J <br />CENT}, <br />N. <br />LOCA, <br />(RJf1 <br />RE <br />PAl <br /> <br />1 Pavement strengths are expressed in single (S), dual (D), d1J.CJ.l tandem (DT), <br />