A eight-sided figure in which the sum of the interior angles = 1080°-00'-25" was completed. What "traverse accuracy" (if any) as specified by the Federal Geodetic Control Subcommittee was achieved? third-order class I Onone third-order class II second-order class II

Q: Q3- The computed elevations were as in Points Distance from point (1) m Computed elev. Given elev.…

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Q: 1. Prepare a set of profile leveling notes for the survey in Figure 1. In addition to computing all…

A: A profile leveling survey figure given belowNeed to findPrepare a set of profile leveling notes for…

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

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Q: The data from a closed traverse survey PQRS (run in the clockwise direction) are given in the table…

A: Closed traverse PQRS given- Line and the included angle values are given in the degrees.

Q: Explain differential leveling.

A: Leveling: Leveling is a method or process of surveying in civil engineering to determine the…

Q: 1.1 how to use a level 1.[Calculation] To calculate the elevation of some points, a leveling route…

A: surveying : The technique, profession, art, and science of identifying the two-dimensional or…

Q: The bearing of a survey line is N31°17'W. Its deg. azimuth observed from north is (round off to two…

A: The bearing of a survey line is N31°17'W. Its azimuth observed from north is?

Q: List the procedures that are used for trigonometric leveling.

A: The process of leveling in which the elevation of point or the difference between points is measured…

Q: 14. ALTIMETER SURVEYS. Given the following data gathered from an altimeter survey: m; elevation of…

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Q: 5. Balance the given closed traverse by Compass Rule, compute the coordinates and the Linear Error…

A: Given:- Closed Traverse To find:- Coordinates and Linear error of closure

Q: In the traverse below, angles measured by theodolite as following: ABC-88°20', BCD-250°15',…

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Q: Describe the process of differential leveling?

A: Differential leveling is a technique used in surveying to determine the difference in elevation…

Q: 4. Closed Traverse: COURSE LENGTH AZIMUTH FROM NORTH АВ 495.85m 5°30' BC 850.62 46°02' CD 855.45…

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Q: What is meant by traverse adjustments?

A: Traverse is a network of control points established during traversing later used as base for various…

Q: Two triangulation towers 120 m apart are on the same horizontal plane. A surveyor standing and…

A: The distance between the 2 towers = 120 m The angle of elevation of the taller is twice that of…

Q: A four-sided figure in which the sum of the interior angles = 360°-00¹-08" was completed. What…

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Q: Given the following tabulated data for a transit-tape close traverse survey Line AB having a bearing…

A: *Multiple questions* As per our guidelines we are supposed to answer?️ only one question. Kindly…

Q: What is the positive horizontal angle between point A and point B, if the horizontal circle readings…

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Q: A Geodetic Engineer, in his haste, forgot to record the data of the closing line of his traverse,…

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Q: The traverse data indicated in the figure in which the bearings of two adjoining sides are unknown.…

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Q: From the given field notes of a topographic survey using stadia and a theodolite (K = 100, C=0).…

A: From the Given Data: Multiplying Constant K = 100 Additive Constant C = 0

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: Table 2.1 NATIONAL OCEAN SURVEY, U.S. COAST, AND GE STANDARDS OF ACCURACY, AND GENERAL SPECIFICATION

A: To find- error- 5mm               loop distance- 700 m              order of survey=?

Q: What is reciprocal leveling?

A: Leveling:- Levelling is a technique for determining the relative altitude of a point on the earth's…

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.