Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the table below. The coordinates of station A are X = 17200.00 ft and Y = 15500.00 ft. Length 202.74 283.87 CD 498.37 DE 320.33 EA 380.78 Course AB BC Departures Latitudes -127.565 -157.577 151.42 -240.113 128.224 294.722 -25.193 0.063 481.592 -125.5 -379.946 | Σ = 1686.09 | 0.001 Part A Calculate the x-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. B, C, D, E = Submit Part B 1971 ΑΣΦ [1] vec Request Answer B, C, D, E = Calculate the y-coordinates for the other stations. Express your answers in feet to seven significant figures separated by commas. 195| ΑΣΦ ? vec ft ? ft

Q: Course Azimuth AB 75°14'47" BC CD DE EA Length (m) 409.838 360.225 342.213 337.191 85.125 Interior…

A: For the given traverse, the included angles are given, and length of each line is given. The bearing…

Q: c) The following table gives the corrected latitudes and departures (in meters) of the sides of…

A: Using the DMD method and calculating the area of closed traverse PQRS:

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A: Plotting graph as per given co-ordinates:   Area = 984.375

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

A:

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Bearing and Length of Lines of a Traverse QRSTQ is given. Coordinate of origin station Q = ( 0,0 )…

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

A:

Q: nearest 01" are listed below: Point Measured Interior Angle A B C D 110°-40'-08" 62°-40'-26"…

A:

Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

Q: 10.15 Compute and tabulate for the following closed-polygon traverse: (a) Preliminary bearings (b)…

A:

Q: Q2. Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b)…

A: For the given traverse, the included angles are given, and length of each line is given. The bearing…

Q: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

A: Adjusted departure = D -  ;  Adjusted latitude = L - D, L =  unadjusted departure and unadjusted…

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.