Complete the missing data. Plot the traverse using an appropriate scale. LINE DISTANCE (meter) BEARING 1-2 417.5212 S 48.93° E 2-3 478.4839 N 53.32° E 3-4 492.1338 S 50.71° E 4-5 S 74.490 W N 42.20° W N 42.54° E 5-6 344.7871 6-7 827.8079 7-1 608.6509

Q: Plot the closed compass traverse tabulated below. Use convenient scale.

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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: The closing error for the traverse PQRS

A: Given data, Data from a closed traverse survey PQRS are given in the table.Line PQ angle= 88…

Q: Line to be established A В

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Q: LINE Bearing Distance EA S60°E 700.00 m AB S20°W 600.00 m BC S86° 59'W 968.09 m CD Due North 400.00…

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Q: Solve for the missing measurements (Bearings of line BC and DE) given the data for a closed…

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Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

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Q: 1. Using the information below, determine the following: a. Sketch of the traverse (label properly)…

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Q: Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths…

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Q: Engineering fill out the table by the answer. In the shown connecting traverse ABCDE, the azimuth…

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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: Survey Example Problem Interior Line Correction New Station Angle Length (L) Factor Interior Angle A…

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Q: 1. The length of line AB measured with a 50-m tape is 856.245 m. The tape used is found out to be…

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Q: Find the bearing of Line DE.

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Q: In the accompanying tabulations, the length and direction of one side are unknown. LINE AB BC…

A: A closed traverse bearing and length have been given in the tabulated form and it has been asked to…

Q: Given the following tabulated data for a closed traverse in which the lengths of BC and CD have not…

A: The latitude is the northing or southing of distance of the traverse and departure is the easting or…

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25'…

A: Please refer the below mentioned closed traverse diagram--》

Q: Line Length Bearing meter S 80° 46' W N 40° 00' W АВ 550.63 ВС 295.08 CD 610.19 Unknown DE 886.17 S…

A: As the length and the bearing of the lines are given: Calculating the missing bearings of CD and GA.

Q: ELABORATE Given the following tabulated data for a closed traverse in which the lengths of BC and CD…

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Q: Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths…

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Q: N46*03'E 845.85 m S67 24'E 852.18m N 55 27'W; 661.26 m Unknown Bearing 1210.50 m LATITUDE DEPARTURE…

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Q: DATA AND RESULTS LINE AB BC CD PE EA OBS. DIST. 14.90m 15 m 15.52m 12.56m 13.84 m OBS BEARING N 43°…

A: To Determine :- The total area of the traverse using Double Meridian Distance (DMD) method.

Q: 3. Closed Traverse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E ВС 850.62 N 46° 02' E S 67° 38' E…

A: Bowditch method is generally helps to adjust errors in bearings due to angular or linear errors that…

Q: From the field notes of a closed traverse shown below, Lines Bearing Distances AB N 53 27' 0"E 59.82…

A: Given: Lines Bearing Distances AB N53o27'0"E 59.82 BC S66o54'0"E 70.38 CD S29o8'0"W 76.62…

Q: Line Length Azimuth from South AB 269.900 m Unknown BC Unknown 75°00’ CD 199.880 m…

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Q: The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates…

A: CourseLengthBearingAB403.73N 8o17'02"EBC622.63N 87o02'05"ECD653.16S14o47'06"WDA550.84N 68o43'20"W

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

Q: DISTANCE (m) 607.66 AZIMUTH 86 35' 31°35' 137°10' 240 45' 284 45' UNKNOWN LINE А-В B-C 301.08 677.73…

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Q: In the Given Tabulation LINE BEARING LENGTH 1-2 S04°22'40"W 48.19m 2-3 S75°14'00"W 35.69 3-4…

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Q: Corrected distance of line EA using compass rule. Line Azims Distance AB 1620°00'00" 400 BC…

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Q: Homework: Compute the missing lengths & Coords. of traverse points B S 63 24 E 50 m Due (W) S 51 30…

A: line length bearing whole circle bearing   AB 90 0 0   BC L1 S63°24'E 116°36'   CD 50 270°…

Q: The tabulation shows the observerd data of a traverse. Determine the unknown quantities

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Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

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Q: Draw the possible figures for the technical description given below. Label the traverse stations…

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Q: LINES BEARING DISTANCES AB N 28° E unknown BC Due East 250.62 m CD S 320 E unknown DA Due West…

A: Given data in question  Bearings Lengths Closed Traverse  To find out  Unknown length Note Convert…

Q: Given the close traverse survey below, compute for all the adjusted Lengths and Bearings. Show…

A: Solution: The table is below:

Q: Azimuth Traverse Given the tabulated measurement of the closed traverse as shown. Determine the…

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Q: A surveyor forgot to note the distance and bearing of a line while performing a close traverse.…

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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.