Balance by the compass rule the traverse data tabulated below. Also determine the corrected length, corrected bearing of each line and the relative precision of measurement for the traverse. LINE LENGTH BEARING 1-2 1263.45 meters N 32°06' E S 67°34' E S 12°19' E S 83°44' W N 55°30' W 2-3 843.95 3-4 1028.63 4-5 1126.36 5-1 661.11

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

A: Given:

Q: From the following closed traverse. Compute the distance of the missing side * LINES AZIMUTH…

A:

Q: Q5).The following angles and distance were measured in the closed loop traverse (ABCDEFA), Draw the…

A:

Q: The reduced bearing of 20 m long line is S30° E the latitude of the line is A 17.32 m north B с…

A: Length of the line L=20 mBearing S 30o ELatitude of the line = ?

Q: Adjust the traverse using the TRANSIT RULE. Determine the following: a) Sketch of the traverse b.…

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

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.