Bearing Angle Traverse Given the tabulated measurement of the closed traverse as shown. Determine the Area of the Traverse. Line Length Bearing AB 589.060 m N 87°30’ E BC 391.730 m N 07°02’ E CD 291.860 m N 30°30’ E DE 656.980 m S 42°45’ E EF 654.060 m Unknown FA 686.660 m Unknown   Note: EXPRESS YOUR ANSWER UPTO 3 DECIMAL PLACES.

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

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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: 4- Find the Adjusted Coordinates of points B.C.D, and E

A: First we need to find the Latitudes and Departures following which the co-ordinates can be found…

Q: SITUATION 1- Hissing Data Given: Traverse with omitted measurements. (a) Calculate the distance of…

A: LINE LENGTH (l) BEARING θ LATITUDE (L) DEPARTURE (D) AB 550 S 80.00° W 260° -95.51 -541.64…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

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Q: Q1) The following angles and distance were measured in the closed loop traverse (ABCDEFA),Draw the…

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Q: Q1: for the traverse in the table below: 1- Draw a sketch 2- Balance the angles 3- Compute the…

A: Disclaimer “Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Q3): The following data were collected while running a closed traverse ABCDA. Calculate: Line AB BC…

A: 2) Sum of all latitude L= 330×cos181°25' +866.8846×cos89°50' +411.0045×cos355° + 827×cos264°18'20"…

Q: Interior Angle Traverse Given the bearing of each line of a closed traverse ABCD, determine the…

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Q: TRAVERSE DATA W/ OHITTED MEASUREMENTS LUNE LENGTH (m) BEARING AB 550.00 S 80.00° W BC 295.00 N…

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Q: 25. CLOSED COMPASS TRAVERSE. The following are the observed lengths andđ magnetic bearings of a…

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Q: A closed traverse has the following data: LINE / LENGTH (m) / Bearing AB / 126.00 m/ N 35° E BC /…

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Q: Question: 1.What is the adjusted bearing angle of Line DE, CD, EF, FG 2.What is the total length…

A: Solution line  Length Bearing Difference Forward Backward Forward Backward in bearing reading…

Q: A closed traverse has the following data: Distance Line Bearing Latitude Departure (m) 1081 S…

A: LINE DISTANCE BEARING LATITUDE=Lcosθ DEPARTURE=Lsinθ AB 1081 S73°47'E -301.89 +1037.03 BC…

Q: a. Compute the latitude and departure of each course. b. Compute the length of the linear error of…

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Q: USING THE TABLE BELOW DETERMINE THE FOLLOWING USING COMPASS RULE AND DMD METHOD LINE LENGTH,m…

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Q: Note: Construct separate table for Compass and Transit Rule. Course Bearing Distance (m) 1-2 N 20° E…

A: Multiple questions

Q: d. What is the adjusted latitude of line DE using compass rule? a. 5.36 b. 21.01 C. -28.54 d.…

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Q: Problem 2 Fill up the missing data Draw the traverse. LINE AB BC CD DE EF DISTANCE(m) 42 35 80 80 45…

A: Given: Length of AB=42 m Length of BC=35 m Length of CD=80 m Length of DE=80 m Length of EF=45 m…

Q: Compute area of traverse

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Q: 25. CLOSED COMPASS TRAVERSE. The following are the observed lengths and magnetic bearings of a…

A: Step : 1 Compass traverse :- It is one of the types of surveying where we use magnetic compass and…

Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

Q: A close traverse has the following data: Course Bearing Distance 1-2 N 9.27° E 58.7 m 2-3 S 88.43° E…

A: Close traverse data: Course Bearing Distance 1-2 N 9.27o E 58.7 m 2-3 S 88.43o E 27.3 m 3-4…

Q: LINE BEARING S 74948' E S 16018' W S 69006' W N 29030' W N 42015' E DISTANCE (M) 542.16 795.25…

A: Lattitude and Departure signs :  N-E = Both positive  S-E = Lattitude negative Departure positive…

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

A: Correction of Traverse by Compass Rule Correction in LAT = - ( Length of the course / Perimeter) *…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1.   Given: LINES BEARINGS DISTANCES (m)…

Q: Compute for the corrected distance AB of the traverse shown using compass rule LINES BEARING…

A: For determining the corrected length use following steps: Calculate the latitude and departure.…

Q: Q2: -Compute the corrected elevations of all points if R.L. (known) of B.M. was (170,850 m) and R.L.…

A: Point Distance R.L Correction Corrected elevation B.M   170.850       400       1   172.433…

Q: From field notes of a closed traverse shown below, adjust the traverse using Transit Rul e area…

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Q: Given the following data of a closed traverse LINE DISTANCE (m) BEARING 1-2 42.2255 N 17°35' E 2-3…

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Q: Problem: Below, tabulated data of an open compass traverse. LINE DIST(M) FB BB N 45deg, 00min W S…

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Q: Give the latitudes and departure by giving your answer up to 3rd decimal point. LINE LENGTH BEARING…

A: Length of line AB (l)  = 475 m Bearing for line AB  = N 31o25' W  means Line AB lies in 4th Qudrant,…

Q: TRIANGULATION LINE BEARING DISTANCE REMARKS BASE LINE ES 34°E N 20° W N 7° t N 39° W N16° E CD 15m…

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Q: Balance by the compass rule the traverse data tabulated below. Also determine the corrected length,…

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Q: Loop Traverse D 107 33'45 206 35 15 Field data unadjusted 5 81 42′15″E (assumed) 96 38 45 64° 53'30"…

A: A closed traverse ABCDEA is given. The bearing of line DE is S81°42'15''E The sum of latitudes =…

Q: LINES BEARING DIST AB N 32 27' E 11 BC S 8 51' W 83 12 CD

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Q: A traverse has the following data: LINE AB BC CD DE EA LENGTH 33.48 8.11 39.42 7.08 22.02 Use…

A: We have to compute for the linear error of closure and relative error of closure

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.