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<br />/Ooc., <br /> <br /> <br /> <br />SAN MARCOS MUNICIPAL AIRPORT <br />CITY OF SAN MARCOS, TEXAS <br />FY 1995 AIRPORT IMPROVEMENT PROGRAM <br />PRE-APPLICATION FOR FEDERAL ASSISTANCE <br /> <br />PROGRAM NARRATIVE <br /> <br /> <br /> <br />1. INTRODUCTION <br /> <br />The City of San Marcos has been involved in progressive and extensive efforts to rehabilitate <br />and improve the San Marcos Municipal Airport since 1988. Projects have included the <br />reconstruction of Runway 12-30 and Runway 8-26 and the installation of MALSR on Runway <br />12-30. The City submitted a preapplication in October 1990 which included four basic items of <br />work: (1) rehabilitation of the entire aircraft parking apron; (2) reconstruction of Taxiway "F"; <br />(3) new medium' intensity taxiway lighting system, and; (4) installation of an emergency <br />electrical generator. No pavement evaluation or geotechnical analyses were performed to <br />establish the specific design for the various pavement improvements. Subsequent to submittal <br />of the preapplication, the City of San Marcos retained Carter & Burgess, Inc. to prepare the <br />plans and specifications for the FY 1992 project. <br /> <br />2. FY 1992 IMPROVEMENTS <br />. <br />The FY 1992 improvements included the approximate middle one-third of the aircraft parking <br />apron, reconstruction of Taxiway "F", drainage improvements to Runway 12-30, and <br />rehabilitation of the airport access road from the terminal building to the east end of the apron. <br />Carter & Burgess, Inc. and Raba-Kistner-Brytest, Inc. conducted a condition survey of the <br />apron to verify that the concrete pavement could be rehabilitated rather than asphalt overlaid <br />as originally envisioned. This approach was taken at the request of the City of San Marcos <br />with the approval of FAA. The results of the investigation and testing work indicated that many <br />slabs were in complete failure while a large majority could be salvaged through various repair <br />techniques other than HMAC overlay. Construction documents were prepared accordingly for <br />the apron, Taxiway "F" and access road. Drainage improvements to Runway 12-30 were' <br />necessitated by the extreme rainfall events in December 1991 and January 1992 which <br />caused water to percolate up through the pavement. Improvements to the access road were <br />added to the program due to the occurrence of several pavement failures and periodic traffic <br />problems because the existing road was only ten feet wide. <br /> <br />Because of the need to comply with statutory deadlines, this project was bid at the same time <br />as the largest TxDOT highway letting of the year was in process which limited the response to <br />this project. Upon receipt of bids, it was apparent that the FY 1992 funding would not cover all <br />of the items originally programmed for that year. The project was scaled back to match the <br />available funds causing the access road improvements to be delayed until FY 1993. <br /> <br />3. FY 1993 IMPROVEMENTS <br /> <br />The FY 1993 improvements included a continuation of the apron rehabilitation program <br />(approximately 15 acres) and clearing of obstructions from the Runway 12-30 drainage outfall <br />channel that may have contributed to a back-up of storm water causing the water to sit on the <br />airfield and percolate up through the pavement. <br /> <br /> <br /> <br />¡ <br />¡ <br />¡ <br />I <br />