For a highway curve with D₁ = 5°00', I = 20°30', and Pl station = 63+ 25.53 ft, calculate the requested values to lay out the circular curve at full stations (100 ft). Part F Tabulate stations, deflection angles, and incremental chords to lay out the curve at full stations (100 ft). Express angles in degrees to four decimal places; express first station numbers as integers; second station numbers and chord lengths should be expressed in feet to two decimal places. The PC station should be placed at the bottom of the table. Submit Station + Chord Defl. Increment Defl. Angle ° + 00.00 2.500 00.00 2.500 + 00.00 2.500 00.00 Previous Answers Request Answer × Incorrect; Try Again; 5 attempts remaining

= -2.50% and 92 = +1.50%, VPI elevation 854.00 ft at station 22 + 00, and a fixed elevation 858.00 ft at Grades of 91 station 20 + 50. Part A Field conditions require a highway curve to pass through a fixed point. Compute a suitable equal-tangent vertical curve and full-station elevations. Give the elevations in order of increasing X. Express your answers in feet to five significant figures separated by commas. Elev = ΜΕ ΑΣΦ ↑ vec Submit Request Answer ? ft

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