Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine the error of closure and precision of the traverse. Note: there is an error in the textbook. The length of line CA should be 778.26 ft, with a bearing of N82º44'W (as shown in the figure below). N5613E 452.38 A 778.26 A N8244'W S432E 528.49

Q: Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the…

A:

Q: 13. The x and y coordinates of a point P is (- 5, 8). Convert this to polar coordinates. 14.The…

A: draw coordinates first

Q: a. Compute the latitude and departure of each course. b. Compute the length of the linear error of…

A:

Q: Note: Construct separate table for Compass and Transit Rule. Course Bearing Distance (m) 1-2 N 20° E…

A: Multiple questions

Q: 2) Using angles to the right shown below, calculate the forward and back bearings and azimuths of…

A:

Q: 8. The computed latitude and departure of line AB are 0.00m and + 45.46m respectively. What is the…

A:

Q: .  Given the bearing angles of vectors YZ and YX; calculate the angle X-Y-Z.

A:

Q: When the level is measured, the leveling instrument to the front view (F, S) and the rear view (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.