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AIRPORT MASTER PLAN <br />Structural Capacity Evaluation performed by Fugro USA Land, Inc. the weight <br />bearing capacity for the runway is 28,000 lbs. single wheel and 43,500 lbs. dual <br />wheel. The most recent major runway rehabilitation project was completed in 2008 <br />according to TxDOT records. Runway 17/35 intersects Runway 8/26 approximately <br />1,860 feet from the threshold of Runway 35. Additionally, the RSA at the approach <br />end of Runway 35 extends onto Runway 13/31. <br />The runway is equipped with MIRLs, as well as a two-box PAPI system for Runway <br />17. These lighting systems are in good condition. <br />RNAV/GPS approaches currently exist to both runway ends. The RPZ at the <br />approach end of Runway 35 protrudes off airport property. Both runway ends have <br />non-precision instrument markings that are in good condition as the runway was <br />restriped in March 2019. The pavement markings for Runway 17/35 are superseded <br />by the runway markings for <br />FIGURE 2-2 <br />Runway 8/26 where the two <br />RUNWAY 17/35 HOLD POSITION MARKINGS <br />runways intersect because <br />SAN MARCOS REGIONAL AIRPORT <br />Runway 8/26 is the longer <br />runway and because the <br />intersection occurs close to <br />the threshold of Runway 26. <br />The runway hold position <br />marking on Taxiway Juliet at <br />the approach end of Runway <br />17 is approximately 200 feet <br />from the runway centerline. <br />No runway hold position <br />markings exist on Runway <br />17/35 where it intersects <br />Runway 8/26. Since Runway <br />17/35 is used as a taxiway to reach the approach end of Runway 26, runway hold <br />position markings should be installed on Runway 17/35 to protect aircraft using <br />Runway 8/26. Figure 2-2 identifies the locations where the additional runway hold <br />position markings should be installed on Runway 17/35. <br />Inventory Chapter Page 13 of 52 <br />October 2020 <br /> <br />