The data in the table below is for a closed-polygon traverse. 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" 456.615 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 Compute the adjusted departures. Express your answers in meters to six significant figures separated by commas. AB, BC, CD, DE, EA= Submit ▾ Part B Request Answer Compute the adjusted latitudes. [35] ΑΣΦ | 4 vec ? m

Q: The table below shows the field measurements for a traverse A, B, C, D, E, if the Azimuth of AB =…

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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: nearest 01" are listed below: Point Measured Interior Angle A B C D 110°-40'-08" 62°-40'-26"…

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Q: 10.15 Compute and tabulate for the following closed-polygon traverse: (a) Preliminary bearings (b)…

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Q: Q3- Correct the following traverse and compute station coordinates: station A (x-1000m,b=1000m) AB B…

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

A: The data for the closed-polygon traverse ABCDEA is given We need to determine : c) The unadjusted…

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.