The data in the table below is for a closed-polygon traverse. 456.615 Course Azimuth Length (m) Interior Angles Departures Latitudes AB 75°14'47" 519.474 A = 12°25'31" 502.34691 132.29066 BC 303 34'09" B= 48°19'25" -380.46099 252.48107 CD 250°11'30" 433.926 C=126°37'24" -408.2521 -147.04419 DE 116°15'03" 427.608 D= 46°03'36" 383.50666 -189.13288 EA 242°49'19" 107.83 E=306°34'19" -95.928244 -49.253868 ▾ Part C If the coordinates in meters of point A are 10,356.548 E and 98,761.391 N, determine the x-coordinates of all othe Express your answers in meters to eight significant figures separated by commas. Az. Bz. Cz. Dz. Ez = Submit ▾ Part D Request Answer Ay. By, Cy. Dy. Ey = Submit 195] ΑΣΦ | 41 vec If the coordinates in meters of point A are 10,356.548 E and 98,761.391 N, determine the y-coordinates of all oth Express your answers in meters to eight significant figures separated by commas. VAE Ivec Request Answer ? m ? m

Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

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Q: Question 6 Lay out the traverse for the following. Does it close? What is the angular error? Station…

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Q: Determine the actual area of the given traverse above using any method that you prefer.

A: Using DMD method to find out the are of the given traverse. Area=∑(DMD×Lat)2 We know that for a…

Q: COURSE DISTANCE (m) AZIMUTH FROM SOUTH АВ 475.48 180°50' BC 649.13 116°06' CD 867.34 25°54' DE…

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Q: Calculate the coordinates of stations B and C in the traverse below, given that * .(station A…

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Q: 2. AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures shown in the…

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Q: 1) Compute and Tabulate for the following closed-Polygon traverse a) preliminary azimuths (b)…

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Q: Problem Given in the accompanying tabulations are observed and calculated data for the closed…

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Q: The data in the table below is for a closed-polygon traverse. Course Azimuth Length (m) Interior…

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Q: Part B Calculate the y-coordinates for the other stations. Express your answers, separated by…

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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…

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.