Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass rule. The total area using Coordinates method. The total area using Double Parallel Distance method. i. i. iI. iv. Line АВ Distance, m 368.76 Bearing N15°18'E BC CD S85046'E S18030W N77035W 645.38 467.86 DA 593.00

Q: Q: The following table gives the corrected latitudes and departures (in meters) of the sides of…

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Q: Distance, m N 15deg 37' E S 77 deg 30' E S 77deg 36' E S 3deg 19' W N 73deg 37' W S 73deg 31 W N…

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Q: Compute the adjusted length of inie AC

A: We know from compass rule  Correction for latitude is given by CL*L∑L Correction for Departure is…

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

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Q: 3. Determine elevations (3 decimals) on the tangents at: a) sta. 136+ 111 b) sta. 136+321 G) sta.…

A: The grade of back tangent, g1 =-3.7%The grade of forward tangent, g2 =+0.9%The elevation of station…

Q: A closed traverse has the ff. data: Lines Bearing S 70° 29' E S 26° 28' E S 65° 33' W N 45° 31 W N…

A: The area of the closed traverse can be determined by the following method: a) Coordinate method b)…

Q: 3. From Figure 3.1 calculates angular error, traverse accuracy, adjusted coordinate (N, E), adjusted…

A: Data givenFind:(a) Angular error(b) Traverse accuracy(c) Adjusted coordinate(d) Adjusted distance(e)…

Q: A traverse has the following data: DRAW THE TRAVERSE AND SOLVE THE FOLLOWING USING COMPASS RULE.…

A: Engineers use information such as lengths and angles between points and lines to determine how to…

Q: Problem 1 Compute the area within the following traverse using the coordinate method and CHECK by…

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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.