tailieunhanh - PRINEVILLE AIRPORT AIRPORT LAYOUT PLAN REPORT phần 5

Dựa trên những thay đổi gần đây trong hoạt động, ALP 1994 dự báo không còn cung cấp một cơ sở đáng tin cậy để đánh giá hoạt động trong tương lai. Nhà nước Quy hoạch hệ thống Hàng không Hàng không hệ thống gần đây nhất Oregon Plan7 (OASP) dự báo của máy bay dựa trên đã được phát triển bằng cách sử dụng 1994 số năm cơ sở, với các dự án được thực hiện đến năm 2014. | Prineville Airport Airport Layout Plan Report CITY OF PRINEVILLE CROOK COUNTY As noted in the previous chapter current business jet traffic at Prineville Airport is estimated at approximately 1 100 annual operations. The combination of locally-based and transient aircraft activity generate sufficient operations for the small medium business jet B-II to be used as the design aircraft for Runway 10 28. Since the majority of the airport s business jet activity is expected to be generated by aircraft weighing more than 12 500 pounds the use standards consistent with large aircraft and other than utility runways as defined in FAR Part 77 is appropriate for Runway 10 28. Based on the existing airfield configuration and projected airport activity the use of design standards based on Aircraft Approach Category B and Airplane Design Group II is recommended for Runway 10 28 Airport Reference Code - ARC B-II . As a secondary runway Runway 15 33 is used primarily by light single engine and multi-engine aircraft included in ADG I. Based on this use and the availability of Runway 10 28 to accommodate larger aircraft it is recommended that design standards based on Approach Category B and Airplane Design Group I for small aircraft exclusively be used for Runway 15 33 Airport Reference Code - ARC B-I small . Airfield design standards for ADG I small and ADG II are summarized in Table 3-2. ADG I standards all aircraft are also included for comparison. A summary of Prineville Airport s current compliance with recommended design standards is presented in Table 3-3. As indicated in the table Runway 10 28 meets most ADG II design standards although the existing width is non-standard. The width of Runway 15 33 does not meet the minimum standards for ADG I small aircraft runways. Lengthening Runway 10 28 will be addressed as development priorities for the airport are established. July 2003 3-6 Facility Requirements Centum West Engineering Aron Faerire Associates Gazelew Associates .

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