To get the topography of a given area, a transit was set up at point A and sighted points B and C. The distance of points B and C from A are 200 m and 60 m, respectively. The stadia intervals were determined to be the ff. Stadia Interval Rod at B 2.001 m Rod at C 0.600 m 1. Compute the stadia interval factor. a. 99.93 b. 89.23 c. 94.12 d. 100.01 2. An additional point D was sighted with a stadia interval of 2.12 m. The vertical angie observed is 4'22". If the elevation of the point where the instrument was set up is 100 m. compute the elevation of point D if the stadia constant is 0.30 m. a. 176.22 m b. 125.23 m c. 151.23 m d. 116.11 m 3. Compute the horizontal distance from the point wihere the instrument was set up to point D. a. 284.11 m b. 119.73 m c. 182.33 m d. 210.92 m

Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

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Q: 1. To obtain the perimeter of the land bounded by ABCD, following distance measurements were…

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Q: B.M=0.740m 0+00 A 1.50m 0+05 B 1.54m 0+10 с 1.865m 0+05 1.715m 0+02.5 1.80m 0+15 D 2.565m 0+02.5-…

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Q: Four interior angles of a five-sided polygon traverse were observed as A = 110°4759", B =…

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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.