Elevation between 100 and 102 m
At stations 0 and 100 m the elevations are 100 and 102 m. At station 50 m, linear interpolation gives 101.000 m.
Calculate elevations along a straight grade from two known points or a known elevation and grade.
Computes finished elevations along a straight vertical grade — at any station or at fixed intervals — including pavement-edge and shoulder-edge elevations from a standard crowned cross-section.
Calculate elevations along a straight grade from two known points or a known elevation and grade.
Stations and elevations in m; grade in %.
z = z0 + (grade/100)(station − station0). The two-point grade is 100(z2 − z1)/(station2 − station1). This is coordinate geometry, with no road-design standard implied.
Method: the owner’s supplied worksheet and the arithmetic described above.
Illustrative inputs for checking the method; these are not project records.
At stations 0 and 100 m the elevations are 100 and 102 m. At station 50 m, linear interpolation gives 101.000 m.
At stations 0 and 100 m the elevations are 200 and 199 m. At station 50 m, linear interpolation gives 199.500 m.
Calculate elevations along a straight grade from two known points or a known elevation and grade.
Stations and elevations in m; grade in %. z = z0 + (grade/100)(station − station0). The two-point grade is 100(z2 − z1)/(station2 − station1). This is coordinate geometry, with no road-design standard implied.
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