Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the area of the traverse by the coordinate method. Assume that the origin of the coordinate system passes thru station 1. ADJUSTED LATITUDE ADJUSTED DEPARTURE (+ )E LINE (+)N (-15 (-)W I-2 490.71 47.27 2-3 587.12 608.89 3-4 4-5 327.41 1 002.76 1 22.67 786.78 218.32 5-6 II16.62 375.01 SUMS +1452.84 6-1 544.64 - 1452.84 + 1661 .26 - 1 661.26 From the given problem: a. Write the given problem and the answers in clean paper b. Draw/Sketch the traverse based on the given coordinates c. Calculate the Double Area d. Tabulate all the data e. Calculate the area of the traverse

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m…

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Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

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Q: Offset Point A Stationing 0.00 Offset 12.6 B 0 + 54.80 34.2 C 1+ 38.88 54.2 D 2+ 13.02 85.4 E…

A: Offset PointABCDEFGStationing0.000 + 54.801 + 38.882 + 13.022 + 98.743 + 47.824 +…

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

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Q: ?What is the elevation of point BM1 in the below table if you know that the elevation of BM2 is…

A: Explained below

Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

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: 8. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL and the Ed as…

A: Lattitude and departure signs :  N-E : Both positive  S-E : Lattitude negative Departure positive…

Q: Given the following information Course AB BC CD DE EA Azimuth N 60°00' W 300°00' S 40° 38' W 220°…

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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.