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<br /> ;2 ?£ <br /> SAN MARCOS MUNICIPAL AIRPORT <br /> CITY OF SAN MARCOS, TEXAS <br /> FY 1993 AIRPORT IMPROVEMENT PROGRAM <br /> APPLICATION FOR FEDERAL ASSISTANCE <br /> PROGRAM NARRATIVE <br /> 1.0 INTRODUCTION <br /> The City of San Marcos has been involved in progressive and extensive efforts to <br /> rehabilitate and improve the San Marcos Municipal Airport since 1988. Projects have <br /> included the reconstruction of R/W 12-30 and R/W 8-26 and the installation of MALSR <br /> on R/W 12. The City submitted a preapplication in October 1990 which included four <br /> basic items of work: (1) rehabilitation of the entire aircraft parking apron; (2) <br /> reconstruction of T/W 'F'; (3) new medium intensity taxiway lighting system, and; (4) <br /> installation of an emergency electrical generator. No pavement evaluation or <br /> geotechnical analyses were performed to establish the specific design for the various <br /> pavement improvements. Subsequent to submittal of the preapplication, the City of San <br /> Marcos retained Carter & Burgess, Inc. to prepare the plans and specifications for the <br /> FY 1992 project. <br /> 2.0 FY 1992 AIRPORT IMPROVEMENT PROJECTS ~ <br /> The FY 1992 Airport Improvement Projects included the approximate middle one-third <br /> of the aircraft parking apron, reconstruction ofT/W 'F', drainage improvements to R/W <br /> 12-30, and rehabilitation of the airport access road from the terminal building to the east <br /> end of the apron. Carter & Burgess, Inc. and Raba-Kistner-Brytest, Inc. conducted a <br /> detailed analysis of the apron to ascertain if the concrete pavement could be rehabilitated <br /> rather than overlaid as originally envisioned. This approach was taken at the request of <br /> the City of San Marcos with the approval of FAA. The results of the investigation and <br /> testing work indicated that many slabs were. in complete failure while a large majority <br /> could be salvaged through various repair techniques other than HMAC overlay. <br /> Construction documents were prepared accordingly for the apron, T/W 'F' and access <br /> road. Drainage improvements to R/W 12-30 were necessitated by the extreme rainfall <br /> events in December 1991 and January 1992 which caused water to percolate up through <br /> the pavement. Improvements to the access road were added to the program due to the <br /> occurrence of several pavement failures and periodic traffic problems because the existing <br /> road was only ten feet wide. <br /> Because of the need to comply with statutory deadlines, this project was bid at the same <br /> time as the largest TxDOT highway letting of the year was in process which limited the <br /> response to this project. Upon receipt of bids, it was apparent that the FY 1992 funding <br /> would not cover all of the items originally programmed for that year. The project was <br /> scaled back to match the available funds causing the access road improvements to be <br /> delayed until FY 1993. <br />