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<br />AIRPORT PAVEMENT DESIGN <br /> <br />,,-rATE <br /> <br />CITY AIRPORT <br />San Marcos San Marcos Municipal <br />SPONSOR DESIGN ENGINEER <br />City of San Marcos I Michael Lynn Moore, P.E, <br /> <br />PROJECT DESCRIPTION Reconstruct existing Runway 8-26 and transition reconstruct portions of Taxi- <br />ways A, B, and C, and transition reconstruct portion of Runway 17-35. Construct new M.I,R.L. <br />and R.E.T.L. for reconstructed Runway 08-26 & supplemental non-lighted wind cones. Reconstruct <br />existing Taxiway "A". Reconstruct existing Taxiway "B". <br /> <br />Texas <br /> <br />OJECT NUMBER <br /> <br />GROSS ALLOWABLE AIRCRAFT WEIGHT (KIPS) <br />(Gear configuration or aircrafl type) <br /> <br />SINGLE WHEEL DUAL WHEEL DUAL TANDEM 8-747 L 1011 DC-10- <br /> 60K <br /> <br />DESIGN AIC EOUIV. DEPARTURES CaR K GROSS AIC WI. USC FLEX. STRENGTH Cb or C r F <br /> 60K (KIps) <br /> <br />DESIGN CRITERIA <br /> <br />TYPICAL SECTIONS <br />(Show and number each course) <br /> <br />NONCRITICAL AREAS <br /> <br />CRITICAL AREAS <br /> <br />Typical section consists of a 2" HMAC surface ourse over an average of 4" crushed aggregate <br />ce-up base course over 8" recycled asphalt a d base course compacted. <br /> <br />DESIGN DETAILS <br /> <br /> THICKNESS OF PAVEMENT I <br />1\0 COURSE NONCRITICAL NONCRITICAL SPECIFtCA T!ON ¡, <br /> RUNWAY RUNWAY TAXIWAY T Ax.wP. Y APRON <br /> <br /> <br /> <br /> <br /> <br />- <br />- <br />- <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />,',.\ OHM !'IIQO.' 11.-81» <br /> <br />~11ØUt1Øfj('1I P'CY )I/~J_I¡'11On <br />