Compute the latitudes and departures for the sides of the traverse shown in the figure. Determine the error of closure and precision of the traverse. Note: there is an error in the textbook. The length of line CA should be 778.26 ft, with a bearing of N82º44'W (as shown in the figure below). N5613E 452.38 t 778.26 R N8244'W S4832E 528.49

Q: A loop traverse ABCDE with a bearing on course DE of S 71 degree 42 minutes 15 seconds E, and the…

A: Given: ∠A=60°53'30''∠B=215°58'00''∠C=65°10'10''∠D=110°∠E=86°58'00'' To  find; Angular error  and…

Q: Latitude Departure ne Length(m) Calculated Bearing +N -s +E -W 13.20 17.42 10.00 13.90 11.55 66.07

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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: The interior angle of a six sided closed traverse were measured as follows: A=96°16', B=135°28',…

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Q: hs of the sides (in feet) of a five-sided closed polygon ws: = 283.37, CD = 497.87, DE 321.33, and…

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Q: The four-sided, closed traverse has the following angles and distances: A=51°23' AB-713.93 ft…

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Q: FUNDAMENTALS OF SURVEYING 1 All azimuths are measured from South. All angles must be written to the…

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Q: Exercise Consider the following surveyed points presented in the figure below. The easting and…

A: Given:- The bearings and length of the lines are given The easting and northing of point A = (E =…

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.