Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this traverse: Northing (Y) Easting (X) A 1073.02 931.45 В 1101.8 877.47 C 1000 1000 Area In addition, complete the table Latitude Departure Distance Bearing Azimuth (S) Interior Ai AB B.

Q: 2. Compute the initial and corrected latitudes and departures below. Azimuth (°) Length (ft)…

A:

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: 6) Balance the departure and latitude using compass rule. complete solution. Show COURSE LENGTH (m)…

A:

Q: Given PI at 8+ 272.311, A = 24°24'20", and R = 500 m, compute E (external), M (midordinate), and the…

A: External Distance= E= RCos∆2-R= 500cos 12°12'10''-500= 11.558 m Midordinate = R1-cos∆2= 5001-cos…

Q: Problem 2: Calculate the correction in Latitude and Departure using a) Compass Rule and b) Transit…

A:

Q: 1) Compute and Tabulate for the following closed-Polygon traverse a) preliminary azimuths (b)…

A:

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

A: Given data: X1=931.45      Y1=1073.02X2=877.47      Y2=1101.8X3=1000         Y3=1000

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

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: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

A:

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

A:

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.