![]() Hence, considerable effort has been devoted to user interface such as menu system, interactive data editing, and graphical and tabular outputs.Īccess tools related to AC 150/5300-13B, Airport Design, including the Runway Design Matrix Tool, ADG and TDG Classification Tool, Acute Angle Exit Tool, and Taxiway Fillet Design Tool. The program is developed to be used as a design and a planning instrument by engineers. The database file relieves the user's data-input burden, specially when the aircraft mix consists of many different types of aircraft. A database of aircraft characteristics for four terminal Aircraft Approach Categories (AAC) has been included in the model to facilitate its use in a large variety of airport environments and conditions. The objective of the optimization algorithm is to minimize the weighted average runway occupancy time (ROT) of an aircraft mix selected by the user. The model uses kinematic equations to characterize the aircraft landing dynamics and a polynomial-time dynamic programming algorithm to find the optimal locations of the high-speed exits. REDIM is a computer model developed to locate and design high-speed runway exits at airports. Runway Exit Design Interactive Model V4 (REDIM-V4) Use with AC 150/5370-11, Use of Nondestructive Testing Devices in the Evaluation of Airport Pavements. Related Pavement and Airport Design Software Softwareįor backcalculating FWD data and computing airport pavement load responses by layered elastic analysis. *Update fixes spreadsheet error that occurred when number of lots exceeded 102. The pay equations in this spreadsheet are valid for versions of Item P-501 published in versions C and higher of AC 150/5370-10. PCC Pavement - Payment Factor for Strength and Thickness, Item P-501 ( MS Excel) Overtime Calculation & Tracking Software Integrity Data. The pay equations in this spreadsheet are consistent with the percent within specification limits (PWL) based pay adjustments in Item P-401 as published in versions B and higher of AC 150/5370-10 but are not valid for previous versions of Item P-401. (file unavailable pending verification and updates) The pay equations in this spreadsheet are consistent with the percent within limits (PWL) pay adjustments as published in AC 150/5370-10G, Item P401 for previous versions of item P401, verify that appropriate Upper and Lower Limits are being utilized.Īsphaltic Concrete - Payment Adjustment for Densities and Air Voids, Item P-401 The pay equations in this spreadsheet are consistent with the percent within limits (PWL) pay adjustments as published in AC 150/5370-10H, Item P401 for previous versions of item P401, verify that appropriate Upper and Lower Limits are being utilized. ![]() (files unavailable pending verification and updates)Īsphaltic Concrete - Payment Adjustments for Densities and Air Voids, Item P-401 ( MS Excel) Pay Reductions for Airport Pavement Projects PWL Spreadsheets FAARFIELD 2.0 replaces all previous versions of FAARFIELD. ![]() (select links in this column to access software)įAARFIELD 2.0 is the standard thickness design software accompanying AC 150/5320-6G, Airport Pavement Design and Evaluation, and and pavement strength reporting using the ACR/PCR Method accompanying AC 150/5335-5D, Standard Method for Reporting Airport Pavement Strength – PCR. Available software include FAARFIELD, COMFAA, COMPSYS, and other programs. Recreational Flyers & Modeler Community-Based OrganizationsĪirport design software supports pavement design and pay reductions for airport pavement projects.Critical Infrastructure & Public Venues set of calculations for up to 30 sec- program allow for cases where trial.Certificated Remote Pilots including Commercial Operators.Legislation & Policies, Regulations & Guidance.Data & Research Subnav: Data & Research 1.Airport Safety Information Video Series.Passenger Facility Charge (PFC) Program.Airport Coronavirus Response Grant Program.General Aviation & Recreational Aircraft.Vintage & Experimental Aircraft Program.Aviation Safety Draft Documents Open for Comment.Because the fluid is incompressible, the same amount of fluid must flow past any point in the tube in a given time to ensure continuity of flow. \) shows an incompressible fluid flowing along a pipe of decreasing radius.
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