The following are the adjusted bearings and measured distances for a traverse that starts on point A and end on point B. You are required to find the latitude and departures for each leg. Station Bearing Distance (m) Latitude (m) Departure (m) A. N80°45'15"E 978.961 15 571 46'50"E 885.808 16 S89°51'10"E 419.851 24 N20 58'13"E 984.422 25 S84°18'29"E 633.005 B

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

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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: Problem #1 In HW 5, Problem #3, a closed traverse (J-K-L-M-N-J) was adjusted based on field measured…

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Q: Compute the bearings of all lines for a closed traverse ABCDEFGHA that has the following balanced…

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Q: Q2- In a traverse ABCD the angles to the right are measured and the azimuth of the lines PA and DR…

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Q: Observed Bearings Computed Sta Internal Angle Adjusted Values Corr Interior Forward Back Angle…

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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.