From the field notes of a closed traverse shown below, adjust the traverse. LINES BEARING DISTANCES (m) AB Due North 400 BC N45°E 800 CD S60°E 700 DE S20°W 600 EA S86°59'W 966.34 Compute the correction of latitude on line CD using transit rule

Q: Engineering fill out the table by the answer. In the shown connecting traverse ABCDE, the azimuth…

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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: Given the table below, solve for the missing lengths. 1) Length of line BC = 2) Length of line CD =…

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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.