The bearings of the sides of traverse ABCDE are as in the table below. Calculate the interior * .angles Line Azimuth AB 290°45' BC 250°48' 196 12' 175 24' CD DE 120°03', 165°24', 195 12' 130°03', 105°21', 149°12' 140°03', 125°24', 159°12' 141°03', 126°24', 149°12' O

Q: Fill in the blanks: (Use compass rule) Line Length Corrected Corrected Corrected Departure Azimuth…

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Q: A close traverse has the following data: LINE BEARING DISTANCE (m) АВ ? 44.7 N 57°11' W N 1°45' W N…

A: Find bearing of line AB and length of line BC

Q: and accurately the interior angles of the traverse.

A: This question is from Surveying.

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 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: 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: A closed traverse has the following data: Line Departure Latitude AB 147.37504 DMD 2A 7774.10758 BC…

A: DMD of line AB = Departure of AB = 147.37504   Since                   latitude of line AB× DMD of…

Q: Given the following data for a closed loop traverse in which some information is missing. Compute…

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Q: a traverse ABCDE the following bearings are observed ind out their included angles and check it.…

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Q: wen the following technical description, determine if the traverse is closed. If not, balance the…

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Q: - DATA AND RESULTS 1. OBSERVED DATA OBSERVED DISTANCE OBSERVED BEARING LATITUDE DEPARTURE LINE (m)…

A: 1.

Q: Along one bank of a river with parallel banks, a surveyor lays off a base line AB 600.00 m long.…

A: Given that  AB = 600.00m ∠BAC=62°5'18"∠ABC=81°34'42" let us make a Line CD perpendicular to line AB…

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: #7 Given. A lap traverse ABE DE with a course DE of Bearing $ 11°42′15″E; fillowing angles : A =…

A: Sum of angles of a five sided polygon =540° Sum of angles= 540°0'25'' Angular error = 25" Adjusted…

Q: The observed magnetic bearings of a closed compass traverse are as follows: Line Observed Bearing…

A: a. Compute the mis-closure of the traverse in degrees. b. Compute the adjusted interior angle at…

Q: Compute the forward and back azimuths of all lines for a closed traverse ABCDEFA that has the…

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Q: Please answer letter a. Compass rule , In EF  length 1127.26

A: To find corrected latitude and departure

Q: Given: Point Angle Bearing AB = N76-32-44E %3D 75°01'24" 41°19'20" 251°04'40" 54°06'24" 118°27'52"…

A: Given,  This is related to surveying.  We need to determine azimuths of each Line.

Q: Adjust the data of a closed compass traverse. Tabulate the adjusted directions of each line ab bc cd…

A: Convert the data in whole circle bearing: Line Length FB BB FB-BB AB 330.75 34o55' 215o 180o5'…

Q: Situation 4] From the given data ofa dlosed traverse, The adjusted bearing of BC using compassrule.…

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Q: N 45°55'21" E 276.48' S 54°58'58" E 382.24' A S 68°05'27" W 472.72' B N 19°46'15" W 216.12'

A: Area of traverse is calculated using bowditch method.

Q: Balance the traverse by compass rule. b) Calculate the coordinates of each station.

A: Lattitud and departure signs . N- E: Both positive S-E : Lattitude negative , Departure positive S-W…

Q: From the field notes of a closed traverse shown below, adjust the traverse. Lines Bearing Distances…

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Q: Complete the table for the adjustment of traverse using Transit Rule COURSE DISTANCE BEARING AB…

A: COURSE DISTANCE BEARING LATITUDE DEPARTURE AB 85.50 N 760 E  20.684 82.961 BC 40 S 360 E…

Q: Your survey instrument is at point "A". You take a backsight on point "B", (Line A-B has a backsight…

A: Required :- Bearing of the line between point A & C.

Q: Compute the bearings of all lines for a closed traverse ABCDEFGHA that has the following balanced…

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Q: Station Adjusted Bearings Measured Length(ft) A S107°40'23"E 217 B N88°40'23" 175.2 E S87°45'59"W…

A: Traversing is a type of survey in which a number of connected survey lines as well as their…

Q: LINES BEARING DISTANCES АВ N 53°27' E 59.82 m. S 6°54' E S 29°08' W ВС 70.36 m. CD 76.62 m. DA N…

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Q: The following observations are taken from the field work Course/Line AB Length (m) 399.233 Bearing S…

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Q: Q. Adjust the traverse using gale's table method for the following data: Bearing of line AB: 25° <A…

A: Angles of a closed traverse are given. Sum of a closed traverse with 5 sides =(2*5-4)*90 =540 In the…

Q: Correct the survey data below for a closed traverse. LINE DISTANCE BEARING АВ 495.85 m N 05°30' E ВС…

A: A closed traverse is a series of connected lines whose lengths and bearings are measured off these…

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

A:

Q: LINES BEARING DISTANCES АВ N 53°27' E 59.82 m. S 6°54' E S 29°08' W ВС 70.36 m. CD 76.62 m. DA N…

A:

Q: Determine the graph and conversion of the following angles. 1. Convert the following azimuth…

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Q: Q2. Compute and tabulate for the following closed-polygon traverse: (a) preliminary bearings (b)…

A: For the given traverse, the included angles are given, and length of each line is given. The bearing…

Q: For the figure below, compare the sides' azimuth calculations that are computed clockwise with these…

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Q: LINES BEARING DISTANCES АВ N 53°27' E 59.82 m. S 6°54' E S 29°08' W ВС 70.36 m. CD 76.62 m. DA N…

A:

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

A:

Professional survey

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