K 258°34'22" 364.55 ft 60°21'26" 292.94 ft M 309°05'38" ---- 347.00 ft 128°04'44" ------- - - 472.74 ft

Q: AZIMUTH FROM NORTH COURSE LENGTH +N -S +E O*50' 296*06' 205 54' 135 20' CD 380.38 m 380. 34 5.53 DE…

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Q: Question 1 Table1 shows the summary of a closed loop traverse carried out in campus by a group of…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: Given in the accompanying tabulations are the observed forward and back bearings of a closed compass…

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Q: 3. Given the accompanying tabulation are the observed data for a closed traverse. Determine the…

A: Latitude and departure are tabulated below

Q: Answer the following problem. For each column, provide only 1 solution. The solutions and answers…

A: Solution (a) Adjusted coordinates Line Distance (m) Azimuth  (south) Azimuth  (north)…

Q: Given the tabulated measurement of a closed traverse with unknown length and azimuth of line DE,…

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Q: With aid of diagrams, describe the methods of setting out right angles in linear survey.

A: During survey is often necessary to set out right angles or perpendicular lines on the field. It can…

Q: The lengths of the sides of triangle ABC, as measured with an EDM instrument are AB=162m, BC=113m,…

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Q: A parcel of land has been surveyed in the field and the lengths and bearings of the various sides…

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Q: . Given in the accompanying tabulation are the observed data for a closed traverse obtained from a…

A: To Determine latitude and departure of each course, linear error of closure, bearing of the side of…

Q: Given in the accompanying tabulation are the observed data for a closed traverse obtained from a…

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Q: titude and Departure Given the observed data of a closed traverse, determine the latitudes and…

A: From given data, Lattitude of a line = LxCos(Ɵ) Departure of a line = LxSin(Ɵ) Where, L =…

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

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Q: 8. AREA BY DMD. For the given sets of adjusted latitudes and adjusted departures in the accompanying…

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

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Q: 3. Use the given table below and the technique of coordinates to compute the traverse area and plot…

A: The data is given in order to find the area we will use concept of latitude and departures.

Q: 6. Given the accompanying tabulation are the observed data for a traverse obtained from a…

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Q: 1. Given the following tabulations are observed and calculated data for a traverse. Balance the…

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Q: LINE DISTANCE DOUBLE BEARING LATITUDE DEPARTURE DMD S (m) AREA АВ 78 S 78°11' E BC 49 S 45°26' E CD…

A: Line  Distance  Bearing θ Latitude Departure Area AB 78 S78°11'E 101°49'' -15.973 76.347 622.83…

Q: Please write clearly....  List the three geometric checks that can be performed on closed polygon…

A: The following are the geometric checks that can be performed on closed polygon: 1. The sum of the…

Q: 1. Given in the accompanying tabulations are the observed data for transit-tape survey: LINE…

A: Given is bearing in qsb  We will change into whole circle bearing  Then compass rule is applied by…

Q: the causes of errors in surveying

A: there are 2 types of errors is surveying systematic error = this kind of error follows a definite…

Q: Q2/ In field work, vertical angles was measured from station A to stations B.C, as show in table…

A: Given:- The height of the instrument at point A = 1.3 m  The elevation of point A = 25 m  The…

Q: Q2/ In field work, vertical angles was measured from station A to stations B.C, as show in table…

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Q: SAMPLE PROBLEM: Given in the accompanying tabulation are the observed data for a traverse obtained…

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Q: When conducting a traverse survey, what are the precautions for selecting a traverse point? (Check)…

A: Following is required answer :

Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING AB 495.85…

A: Double meridian distance of a line (M) = Double meridian distance of preceding line + Departure of…

Q: Beginning Point P103 P104 P101 P102 Traverse Side Measurement and Calculation Table Ending Point…

A: Engineering surveying entails the planning and implementation of surveys for the engineering…

Q: From the given traverse, complete the tables below. Group 6. Traverse Data LINE DIST (m) Bearing AB…

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Q: From the given data table below compute the following: (refer to the data table below) a)…

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Q: Given in the accompanying tabulation are the observed data for a closed traverse obtained from a…

A: Introduction - Latitude - Latitude is a performance modeling that indicates the north-south location…

Q: For the given set of adjusted latitudes and adjusted departures shown in the accompanying…

A: COURSE ADJUSTED LATITUDE ADJUSTED DEPARTURE DPD (m) DOUBLE AREA= DPD×Departure 1-2 -281.28 +281.06…

Q: INSTRUCTIONS: Given in the accompanying tabulation are the observed data for a closed traverse…

A: Here we use that sum of latitude and departures is zero if it's not its error  Then we use following…

Q: Calculate latitudes, departures, and closing error for the following traverse conducted at Delhi.…

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Q: D S 54°59'15" 382.24 ft N 45-55'20" E 276.52 ft A S 68°05'35" E 472.68 ft В N 19°46'00" w 216.13 ft

A: Sign conventions for Lattitude and Departure: N-E = both L and D positive S-E = L -ve and D +ve.…

Q: 4. Given in the table below is the technical descriptions of a transit-tape survey of a closed…

A: Line Distance (m)  Bearing       1-2- 80 S 58o 00' W 2-3- 89.8 N 36o 44' W 3-4- 120 N 81o…

Q: Azimuths and distances were observed in a closed loop (polygon) traverse. The observations are as…

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Q: Q2/In field work, vertical angles was measured from station A to stations B.C as show in table…

A: Height of line of collimation at point A= 25+1.3= 26.3 m Distance of point B and C from point = 80 m…

Q: each set of traverse data, bala For departures by the transit rule. error of closure, precision of…

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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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Q: 1. TRANSIT RULE. Given in the accompanying tabulation are the observed data for a traverse obtained…

A: We can adjust the Traverse by 2 methods  Transit method  Compass method

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

A: Line  Azimuth from south  Azimuth from North  AB 284°12’ 284°12'-180° =104°12' BC 15°18’…

Q: INSTRUCTIONS: Given in the accompanying tabulation are the observed data for a closed traverse…

A: Sign convention: N-E : Both positive S-E: Latitude negative and Departure positive N-W: Departure…

Q: 1. Given the following tabulations are observed and calculated data for a traverse. Balance the…

A: To adjust the latitudes and Departures using compass rule. Error in latitude of a line = ( length of…

Q: bserved and calculated data for two different traverses. LATITUDE DEPARTURE AZIMUTH LINE DISTANCE…

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Q: Compute the area of the given traverse using DPD and DMD method. COURSE LENGTH (m) BEARING АВ 495.85…

A: Solution:- i) Formulla for Double parallel distance method is given by, DMD=First one DMD =Adjusted…

Q: For the given data of a close traverse, determine the missing distance of course CD and the bearing…

A: Given data:

Q: determine the area of the traverse using coordinate method. Coordinates of station A are 250.00…

A: This question belongs to subject surveying. In this question find out area of traverse using…

Q: Given the following traverse notes taken by a survey party, find: a. Draw the initial Lot b. Linear…

A: NOTE - Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the…

Construction Surveys

A construction survey is a survey done on a construction site to mark construction activities and for laying out positions for construction equipment. It includes evaluating and estimating construction activities before the beginning of the project.