Given a simple circular curve, in feet, with the following known information: o | = 25°10'45" Da = 8°15'00" o STA P.I. = 30+89.45 What is the stationing of the C.T.? O 32+39.55 32+39.68 36+97.40 O 33+94.65

Q: Item 1 A-2.5% grade meets a +2.50% grade at station 4 + 200 and elevation 146.657 m, 180-m curve,…

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Q: ▼ ▼ Part A Compute the unadjusted departures. Express your answers in feet to five significant…

A: Note : As per Bartleby guidelines, only first three subparts will be discussed in this solution. To…

Q: Item 3 A highway survey PI falls in a pond, so a cut off line AB= 275.21 ft is run between the…

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Q: <Homework: Horizontal Curves Assignment Problem 24.15 For a highway curve with Da = 5°00', I =…

A: As per Bartleby's guidelines we are supposed to answer only first question. Kindly repost other…

Q: A-2.5% grade meets a +2.50% grade at station 4 + 200 and elevation 164.657 m, 180-m curve, stakeout…

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Q: Given the following information for a simple spiraled curve: o = 35°00'00" o Da = 3°45'00" o Ls =…

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Q: ▼ Offset Point A Stationing Offset Part A 0.00 14.9 B 0 + 54.80 34.2 с 1+ 31.88 54.6 D 2+ 13.02 85.4…

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Q: X8-1. The adjusted clockwise interior angles of a traverse which originates and closes at point A…

A: Given:

Q: The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates…

A: Preliminary coordinates are XA= 9500 YB = 11000

Q: A-2.40% grade meets a +1.60% grade at station 44+25 and elevation 3387.96 ft, 400-ft curve, stakeout…

A: The initial grade of the curve = -2.4% The final grade of the curve = +1.6% The station of point of…

Q: Part B Calculate the y-coordinates for the other stations. Express your answers, separated by…

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Q: A highway survey PI falls in a pond, so a cut off line A the tangents. In the triangle formed by…

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Q: X Compute the area bounded by the polygon A, B, C, D, E, F and the circular segment area bounded by…

A: Pointx, fty, ftA500500B1000600C15001100D13002000E7001800F3001000Angle theta =47o

Q: Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the…

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Q: Problem. The coordinates of the loop traverse are given below. a. Compute for the bearing and length…

A: Calculate length using formula L=(∑Latitude)2+∑(Departure)2 Calculate bearing using formula…

Q: Given the topographic information found in Table 1, answer the following: Table 1: Topographic…

A: Surveying : Surveying is the science and art of determining the relative location of points or…

Q: 4) What is the Error per angle and Error of closure based on the below sketch for the loop traverse?

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Q: 8. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL and the Ed as…

A: Lattitude and departure signs :  N-E : Both positive  S-E : Lattitude negative Departure positive…

Q: COURSE AB 8886 BC CD DA DISTANCE 120m ? 100m 80m 43. The length and bearing of BC 44. The area of…

A: here question contain multiple question so As per our guidelines i will answer only first question

Q: Horizontal Curve Given: Radius (R) = 900.00' Delta (A) = 40°-00¹-00" PI Station = 13 + 27.57 PT…

A: From Given Data : For a horizontal curve :Radius R = 900'Delta i.e. Deflection angle ∆ =40°PI…

Q: Horizontal Curve Given: Radius (R) = 1654.35' Degree of Curve (Daº) = 03°-27'-48" PC Station = 14 +…

A: A Curve is given. Radius, R = 1654.35' Degree of the curve, D = 3°27'48'' PC station = 14 + 27.62 To…

Curve setting

A curve is a turn that is provided horizontally or vertically in the design of highways, railways, and runways. A curve connects two straight lines that are separated by the deflection angle. It helps to change the direction and alignment of the highways, railway tracks, and runways. Therefore, the gradual change in their alignment is made by using a curve to provide comfort to the passengers and this also provides an easy turn to change the direction of the moving vehicle.