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<br /> <br />JlACNETIC VARIANCE ::: ~9' EAST <br />RATE OF CHANCE... 6.1' "EST (1990) <br /> <br />SOURCE: <br />USAFETAC Air Weat.her Service <br />Asheville, N.C. <br />DATA STATION: <br />Ell1n&t.on Alrlorce Base <br />Texas <br />OBSERVATIONS: <br />87,622 ObservaUou <br />Dec. 68 - Jut 70; Aug. 72 - Nov. 80 <br /> <br />Runwa1l 05-23 <br />Runwa1l .12-30 <br />CcnnhiMci C01Jflf'age <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 />ACQUIR <br />A VIGA TI <br />EASEME <br /> <br />RUNWAY D.ATA RUNW A Y 12-30 ! <br />EXISTING ULTIMATE <br />RUNWAY CATEGORY UTILITY UTILITY <br />AIRPORT REFERENCE CODE IIIB IIIB <br />RUNWAY DIMENSIONS 3,SOO'X7S' 4,300'X7S' <br />RUNWAY BEARING NSZ 1B'1 '/' W NSZ1B'11' W <br />RUNWAY INSTBUMENTATION ' NON-PRECISION NON-PRECISION <br />RUNWAY SAFETY AREA 4,100'X1S0' 4, 900'X1 50' <br />RUNWAY OBJECT FREE AREA 4,700' XSOO' S,SOO'X500' <br />RUNWAY OBSTACLE FREE ZONE 3,900'X400' 4,700X400' <br />RUNWAY APPROACH SURFACES 20: 1120: 1 20: 1/20: 1 <br />RUNWAY UGHTING MIRL MIRL <br />RUNWA Y MARKING NON-PRECISION NON - PRECISIO~ <br />EFFECTIVE RUNWA Y GRADIENT (in %) 0.029 0.023 <br />PAVEMENT MATERIAL ASPHALT ASPHALT <br />PAVEMENT STRENGTH (in thousa.nd lbs.)' 23, OOO(S) 30,000(S) <br />TAXIWAY LIGHTING MITL MITL <br />TAXIWAY MARKING CENTERLINE CENTERLINE <br />NA VIGA TIONAL AIDS NDB NDB <br /> -- LOCAUZER <br /> .' <br /> -- (RWY 30) <br /> -- REILS <br /> -- PAPI-4 <br /> -- -- <br /> <br />1 Pavement strengths a.re expressed in single -(S); 'dual (D), d1.L4l ta.ndem (DT), a.ndlO1" <br /> <br />I ' <br /> <br />I '-" . I ; <br />