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AIRPORT MASTER PLAN <br />RUNWAYS <br />1Y SA,N MARCOS <br />00 Jk I! G 4 0INA I, A d R P <br />The single most important asset at any airport are the runways and their associated <br />systems and protected surfaces. Table 2-4 provides a summary of the San Marcos <br />Regional Airport's runways and associated systems and surfaces. The runway <br />facilities consist of the runway pavements, markings, lighting, weather reporting <br />systems, Navigational Aids (NAVAIDs), and protected surfaces. <br />TABLE 2-4 <br />RUNWAY FACILITIES AND SYSTEMS <br />SAN MARCOS <br />Length (feet) <br />REGIONAL AIRPORT <br />6,330 <br />5,601 5,214 <br />Width (feet) <br />100 <br />100 <br />100 <br />Surface Material/Treatment <br />Weight Bearing Capacity (pounds) <br />Single Wheel Gear (SWG) <br />Asphalt <br />38,500 <br />Asphalt <br />23,000 <br />Asphalt <br />28,000 <br />Dual Wheel Gear (DWG) <br />56,500 <br />- <br />43,500 <br />Dual Tandem Wheel (DTW) <br />106,000 <br />- <br />Markings <br />Non -Precision <br />Precision <br />Non -Precision <br />Runway Lighting <br />Approach/Lighting Aids <br />Precision Approach Path Indicators <br />MIRL <br />No/No <br />MIRL <br />Yes/Yes <br />MIRL <br />Yes/No <br />Runway End Identifer Lights <br />Yes/Yes <br />No/No <br />No/No <br />Approach Lights <br />No <br />MALSR - RWY 13 <br />No <br />Runway Design Code (RDC) <br />B-II-4,000 <br />C-II-2,400 <br />B-II-4,000 <br />Runway Safety Area (RSA) <br />150 ft. x 300 ft. <br />500 ft. x 1,000 ft. <br />150 ft. x 300 ft. <br />Runway Object Free Area (ROFA) <br />500 ft. x 300 ft. <br />800 ft. x 1,000 ft. <br />500 ft. x 300 ft. <br />Runway Obstacle Free Zone (OFZ) <br />General NAVAIDS <br />VOR/VORTAC <br />400 ft. x 200 ft. <br />None on Airport (Closest <br />400 ft. x 200 ft. 400 ft. x 200 ft. <br />is Randolph VORTAC - 31.4 NM) <br />Weather Reporting Aids <br />AWOS - 3 <br />Air Traffic Control Tower <br />Attended 7 AM to 7 PM Local <br />Source: FAA Airport/Facility Directory, FAA 5010 Data, Current San Marcos Airport Layout Plan (ALP), Fugro <br />USA Land, Inc. Pavement Evaluation Report, 2019. Pavement strength numbers shown above are from a <br />memo from Fugro USA Land, Inc. to KSA Engineers, Inc. dated February 7, 2019 discussing the structural <br />capacity of the runways. Furgo USA Land, Inc. performed a pavement structural capacity evaluation for the <br />airport in 2015. The pavement strength figures shown in the report differ from the figures currently shown in <br />the current FAA Form 5010 and on the previous Airport Layout Plan. <br />Based on the results of an airport user/stakeholder survey and discussions with <br />airport users and tenants, the availability of three runway to support aircraft <br />Inventory Chapter Page 9 of 52 <br />October 2020 <br />