Assuming a reverse curve with the following parameters: Tangent @ Curve 1 = 40m Deflection Angle from PC to PRC = 60 degrees Stationing of the PC: 0+000 Tangent @Curve 1 = 50m Deflection Angle from PRC to PT = 50 degrees Using Deflection Angle Method, please provide comprehensive report on the layout of Reverse Horizontal Curve, with stationing of points in the curve at 10m interval.

Spiral curve, Spiral angles, deflection angles and chords (Transport Engineering)

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Please Handwrite Answer! Horizontal highway curve: Given PI at 95 + 54.78, Δ = 24°28’, and D = 5°30’, compute thedeflections to the nearest second for the full stations (means stations 94+00, 95+00, 96+00, etc.)as well as for the beginning and end of the curve.

Can you please solve everything on the picture provided!

Two tangents intersect at a chainage of 1190m, the deflection angle being 36o. Calculate all the data necessary for setting out a curve of radius 300m using:              Deflection angle method  Length of long chord is 100m and peg interval may be taken as 30m. Make figures with this method seperately.

1. (Simple Curve) Refer to problem Example 15.6 (textbook Garber and Hoel) and re-do with the following changes to the given information: (a) Intersectional angle for 1 station = 3 degrees (b) Sta of PC is 800+25.58 60 deg. (c) Inscribed angle for entire curve is 800+25.58 60 degrees 50% 25% L 75% PC PT Calculate length of curve. Determine the stations at 25% Lc, 50% Lc, 75% Le (L, is length of the curve) then calculate the chords and deflection angles at these points; show all your solution then summarize the results into a tabulation. Calculate also the following: Middle Ordinate and External Distance. Determine stationing of PT. 2. (Compound Curve) Refer to problem Example 15.7 (textbook Garber and Hoel) and re- do with the following changes to the given information: PC (a) The two simple curves are joined at Sta. 238 + 80 (b) First curve: R1 = 550' & A¡=40deg (c) Second curve: R2 = 450' & A2=25deg R.R radii of simple curves forming compound curve A.4, - intersection angles of…

Topic: Civil Engineering Surveying "Horizontal Curves (Reverse Curves)"

Please answer all parts of the problem showing as much work as possible and rounding to the correct number of significant figures. Thank You!

A simple curve with tangent lines each 140 m long is laid out to form the centerline of a certain stretch of the Catarman Diversion Road. If the bearing of the tangent that passes through P.C. is N 370 E, while the second tangent has a bearing of N 480 W, determine the degree of the curve. Use Arc Basis. Note: Your answer must be in degree form but do not write include degree symbol in your answer (ex. 2.30)