A circular highway curve has the following design elements: . I = 65°32'17" D = 3°52'00" • Pl station =36+45.00 Pl coordinates: N = 10,000.00 ft. E = 15,000.00 ft. • Bearing of the radial line from the BC to the center of the circle: S 32°46'08" This is a typical curve. The BC is on the left, stations increase to the right, and the radial lines are perpendicular to the tangents. Distance units are feet. What is the northing of the BC?

Q: Given a simple circular curve, in feet, with the following known information: = 25°34'00" o D₂ =…

A: I = 25°34'00"Da= 2°15'00"STA P.I. = 50+16.25

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Q: Horizontal highway curve: Given PI at 95 + 54.78, Δ = 24°28’, and D = 5°30’, compute the deflections…

A: Given, PI at 95 + 54.78 Δ = 24°28’ D = 5°30’, To determine, Deflections to the nearest second for…

Q: Given a simple circular curve, in feet, with the following known information: o |= 35°25'30" o Da =…

A:

Q: A horizontal curve has a PI at STA(52+40.00), I= 35 degrees, R = 725 ft. What are the station…

A: Sta PI = 52 + 40.00I = 35oR = 725 ft

Q: The centerline of a portion for a proposed highway extension project is composed of four simple…

A: "Since you have posted a question with multiple sub-parts, we will solve first three sub- parts for…

Q: A circular highway curve has the following design elements: • 1 = 65°32'17" • D= 3°52'00" • Pl…

A: Question is based on the circular highway curve . Latitude ,departure and station of PI are given in…

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