A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/ N 35° E BC / 233.00 m/ S 10° E CA / 170.00 m/ N 41° W By adjusting the traverse using Transit Rule, 1. Find the corrected length of line BC. A. 233.800 m B. 233.969 m C. 232.109 m D. 231.967 m 2. Find the corrected azimuth from North of line CA. A. 290° 12' 50" B. 315° 23' 27" C. 289° 25' 07" D. 318° 43' 19"

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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.