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The special vehicle application trajectory drawing system "APS-JK" allows you to: 1. Create turning trajectory diagrams for applications! 2. Easily learn how to use the software! 3. Quickly make corrections when needed! With our special vehicle application trajectory drawing system "APS-JK," you can create diagrams in three simple steps: selecting the turning direction, turning angle, and vehicle type! ◆ The turning direction, turning angle, and vehicle type can be set with just a button press. ◆ The turning angle can be set from 0.001° to 179.999°. ◆ You can visualize the turning direction and angle in the confirmation diagram. ※ Number of corners: Only 1 corner (for special vehicle applications, route driving) ◆ You can input vehicle specifications directly on the diagram. ◆ You can register the input vehicle specifications. ◆ Once registered, you only need to select the vehicle next time. ◆ For articulated vehicles, you can choose from two types of calculations for the minimum turning radius. Printing trajectory diagrams and outputting DXF and WMF files is possible! ◆ You can change the drawing scale and display magnification. ◆ You can check the trajectory diagram on the drawing before printing. ◆ You can freely change the title position.

Create a three-dimensional architectural clearance model from linear (plan and longitudinal) and railway cross-section data, overlay it with the three-dimensional current conditions, and check for obstacles. The status of the obstacles can be verified through confirmation videos or cross-sectional diagrams.

Using the route data, we will create a longitudinal diagram.

This system generates a three-dimensional model from the design data of the road and railway alignment planning system "APS-MarkIV" and displays a driving image. It can create a three-dimensional model from the design data planned and examined with APS-MarkIV, allowing for driving simulations. Stakeholders can share three-dimensional models and driving videos during discussions and consensus-building, enhancing the efficiency and sophistication of road design. ● It allows for the confirmation of harmony between the horizontal and vertical alignments using videos and still images, as well as sight distance checks. ● Fixed targets can be installed at the positions of forward targets and measurement points during simultaneous driving, which can be utilized for sight distance confirmation. ● The dual-screen simultaneous driving function makes it easy to compare and examine routes. ● It can simulate driving through intersections, box culverts, and interchanges (IC/JCT).

By selecting the calculation patterns of "direct type" and "parallel type" and specifying the alignment conditions with the main line, the alignment of the merging and diverging sections can be calculated. Additionally, if it is not possible to calculate with the specified radius R and spiral parameter A, trial calculations can be performed to find feasible R and A values. Furthermore, this option can now be used in the alignment examination function, allowing the ramp alignment to be overlaid on the planned route.

Using the route data created with APS-MarkIV, we will automatically generate cross-sectional diagrams.

Based on the centerline of the road/railway, the coordinates of the bridge substructure will be calculated.

Efficient operations for coordinate calculations can be performed through interactive input of main beams and cross beams, etc.

This is software that packages the necessary simplex calculation functions for planar linear calculations. It has a wealth of calculation features, including relaxation curve parameter calculations, relaxation curve specification calculations, simplex main point calculations, intersection and perpendicular line calculations, and more.

By simply adding a parameter for balanced distribution (link performance function), it becomes possible to calculate balanced distribution using existing data.

This is a method for route searching that considers economic efficiency, where the high-speed tolls are converted into time values based on the economic efficiency of individual trips, and the generalized time, which is the sum of the required time and these converted values, is minimized to find the optimal route.

This is a distribution method that changes the time evaluation value to calculate various value paths (sacrifice amounts) and selects the top N rankings.