+ Course AB BC CD DE EA Length Bearing (m) 255.75 N4°30'E 410.06 N42°15'E Unknown Unknown 852.65 S30°19'W 230.28 N46°45'W Latitude +N 254.96 303.53 unknown 157.78 -S unknown 736.05 Departure +E 20.07 275.71 unknown -W unknown 430.40 167.73 U

Q: a for closed traverse, determine the foll

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Q: The adjusted bearings and distances for the four-sided traverse ABCD are provided in the table…

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Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

A: n

Q: A surveyor completed a closed traverse around four survey marks, starting at station 1 and finishing…

A: Angular Misclosure : It is the computation of final angular distance from measured angles which are…

Q: QmIf the relative precision of a closed-link traverse (112000) and total length of this traverse…

A: Given length =1010.968 Relative precision =1:2000

Q: Course Bearing Distance AB S 18°5' W 126 M BC S 08°51' E 90.2 M CD N 23° W 108 M DA

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Q: 115.89' and 68.42'. It also has the E latitudes of +0.13', and the E departures of -0.1 What is the…

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Q: A surveyor completed a closed traverse around four survey marks, starting at station 1 and finishing…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: 2.1.1.Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings, (b)…

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Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

A: Solution Since two bearings are missing, join stations D and F to form a closed traverse Find the…

Q: 1) Given the following: COURSE LATITUDE DEPARTURE АВ 40 -80 BC 80 -40 CD unknown unknown DA -90 50…

A: Given:- a table as shown below :

Q: The following data is taken from a closed traverse that contains four courses. Course AB BC CD…

A: Given closed traverse ABCDA

Q: Problem 2 For the given data of a close traverse, determine the missing bearings of course CD and DE…

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Q: BEARING N 32° 14' W N 53° 42' E S 67° 28' E S 48° 57' W COURSE DISTANCE АВ 115.28 ВС 165.83 CD…

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Q: Ensure you complete appropriate checks. 1 24°41'33" SET 62°04'38" • Line 2-3: . Line 3-4: • Line…

A: Data given:Bearings of each line is given,Closing angle at station 4 is 184ο08'44".Step 1 :- find…

Q: Given the following tabulated data for a closed traverse, determine the lengths of BC and DE COURSE…

A: To find length of BC and DE

Q: Problem #1 For the given data of a close traverse, determine the missing bearing and distance of…

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Q: Problem 1. Given in the tabulation below are notes for an open traverse. Determine the latitude and…

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Q: 1. For the closed traverse below, determine the balanced interior angles. Check and prove your work.…

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Q: LINE BEARING N 11°38' E N 88°29' E S 18°10' E S 23°50' W UNKNOWN DISTANCE (m) 113.45 88.67 UNKNOWN…

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Q: An open traverse can be checked by O a. astronomical observations O b. included angles O c. linear…

A: Answer  We know that open traverse is a series of connected lines which is generally used to survey…

Q: SITUATION 6: The data for a closed traverse are as follows: Bearing Course AB BC CD DA S W S 8° 51'E…

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Q: A surveyor completed a closed traverse around four survey marks, starting at station 1 and finishing…

A: The given figure is shown below:

Q: SITUATION. A close traverse has a following data: Distance Course Departure Latitude A-B 583.10 m…

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Q: The length of course CD is? The bearing of course CD is? The area of the closed traverse is? i. ii.…

A: The latitude of the traverse line is defined as the projection of the line along the north-south…

Q: Given the following tabulated data for a closed traverse, determine the ff: COURSE AB BC CO DA…

A: Given, Tabulated data for closed traverse    To find : Length BC, CD and area of closed traverse

Q: Compute the closure error in closed-polygon traverse if you know the relative precision (1/12000)…

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Q: Solve the following problems showing your complete solutions. Draw the figure completely labelled…

A: Consider the traverse diagram;

Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

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Q: A closed traverse has the following data: Lines Azimuth Distances (m) N 60°30' W N 80°30' E АВ 68.75…

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Q: SITUATION. Given the following corrected data of a close traverse: Course Latitude Departure -480 m…

A: Are of Traverse can be given by  Double parallel distance method (DPD) Double meridian distance…

Q: Problem 4 For the given data of a close traverse, determine the missing bearing of courses BC and…

A: To Determine The missing bearing of courses BC and DE. Solve the AREA using DPD and sketch the…

Q: AREA using DMD. Sketch the traverse. LINE DISTANCE BEARING (m) АВ 60 N 50°27' W BC 79 S 18°55' W 97…

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Q: What is the length of course 3-4*

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Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

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Q: SITUATION. A close traverse has a following data: Departure Course Distance Latitude А-В 583.10 m…

A: Given data in question  closed Traverse  Latitude Departure Lengths To find out  Linear error of…

Q: 2- Linear misclosure 3- Traverse precision 4- Interior angles A and B 5- Distance BC and CD.

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Q: 2. The angles of Closed shape (traverse) ABCDA were observed as follows: A=75°20', B=112°05',…

A: ∠A=75°20', ∠B=112°05', ∠C=110°35'∠D=62°20'

Q: A closed traverse has the following data: LINE LENGTH (m) BEARING АВ 430.05 N 62°30' E ВС 425.18 S…

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Q: 1. A closed traverse ABCD has the following data, complete the table by determining the adjusted…

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Q: For the given data of a close traverse, determine the missing bearings of course CD and DE

A: Given data shows the value of closed traverse, it is required to find the missing bearing of line CD…

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.