Given the following data for a closed traverse. Line Length Bearing AB 23.06 N 31° E BC 23.70 N 43° W CD 54.30 X DE 32.10 S 67° E EA Z N 14° E What is the value of z? A. 25.87 B. 14.75 C. 23.21 D. 21.09 E. None of the above Lat 19.77 17.33 -45.02 -12.54 W Dep 11.88 -16.16 y 29.55 5.10

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

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Q: Calculate the latitudes and departures. Check for closure. If the accuracy needed is 1/7500, is the…

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Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1.   Given: LINES BEARINGS DISTANCES (m)…

Q: Calculate the WCB

A: Whole circle bearing (WCB): - It is defined as the horizontal angle made from magnetic north to a…

Q: Q1. Calculate departures and latitudes of the following ABCDE traverse. 3 N A S 285.40' •N26°10'E E…

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Q: stations have been measured and adjusted as shown in the figure. Distance Measurement S R River…

A: Given; Two angles of a triangle are given as: angle R=33°49'38'' angle S=67°11'39'' Length of base…

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.