IIL Complete the horizontal angle measurement note Result Reviewer Sight Reading Angle Face to 11 A 39 00 L 15 30 30 R 195 30 30 A R 180 39 12 A R 270 40 00 C 285 30 54 C L 105 31 06 A L 90 39 54 Mean

Q: survey question: fill the angel measurement report Table 2 Angle measurement records Stations…

A: Stations: The points from which the angles are measured.Objects: The points to which the angles are…

Q: Direction: Given the following data on the table. Fill up the needed data. Balance the traverse by…

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Q: Station A B C Angles 41° 73° 67° No. of Measurement 4 6 2 A. Compute the most probable value of…

A: Weight is inversely proportional to number of observation

Q: Distance BD = 12.8 m Distance ED = 7 m Know that the line CB is parallel to the line ED. The width…

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Q: A 1-2 line was divided into sections on sloping terrain using a 30-meter tape, and the subsequent…

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Q: Calculate the area of closed traverse

A: Given:   Station X (Easting) Y (Northing) 1 0 0 2 49 52 3 100 107 4 153 165 5 208 226…

Q: 5. Point P1 has coordinates N 5000.000 E 6000.000 Point P2 has coordinates N 5100.000 E 5800.000…

A: Note:- We are not allowed to provide handwritten solutions. Given:- The coordinates of point P1 = N…

Q: 1. Find the distance CD in meters. a. 81.20 m b. 34.67 m c. 77.46 m d. 59.01 m 2. Find the distance…

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Q: A) identify the best line. (2pts) B) What is the forward and back bearing of the best line? C)…

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

A: Given:- Line Length Bearing AB 589.06 m N87o30'E BC 291.86 m N30o30'E CD 656.98 m S42o45'…

Q: Aerial photography is to be taken of a tract of land that is X-mi square. Flying height will be H ft…

A: The dimension of the tract of land = 9 mi×9 mi The flying height, H = 4100 ft  The focal length, f =…

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

A: Introduction- Leveling is a discipline of engineering that determines the location of an item on the…

Q: From the following measured interior angles of a five sided figure: Station Values of Angles (1 No.…

A: To find probable angle A,C,D

Q: Compute and illustrate the cross-sectional area. (Use trapezoidal rule) 2. Given the chainage data…

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Q: A transit with stadia interval factor of 100.8 was set up at point C on the line between points A…

A: Tacheometry is the method that is used to measure distance using the optical method. On a plane and…

Q: Azimuth Azimuth Length Degrees Minutes Seconds Fraction) Line AB 86.99 100 28 10047 259 89 10 44…

A: To Determine The corrected length and azimuth of the sides of the traverse.

Q: From the survey, check the arithmetic by summing the B.S. and the F.S. Hint: Select only F.S.…

A: Total summation of B.S. ;∑BS=4.38+2.15+7.15=13.68 Total summation of F.S.;∑FS=4.11+1.29+8.30=13.7…

Q: 16. A student was asked to make a 345.43-m long line using a 25-m tape that is 0.0021 m too long.…

A: Please all given questions we are told to solve only question number 16 to question number 18 Please…

Q: Question: 1.What is the adjusted bearing angle of Line DE, CD, EF, FG 2.What is the total length…

A: Solution line  Length Bearing Difference Forward Backward Forward Backward in bearing reading…

Q: QUESTION 1 Find the missing data and complete the table below. LINE DIST (m) Bearing AB 25.179 N 83°…

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Q: For the given sets of adjusted latitude and adjusted departure shown in the accompanying tabulation.…

A: For the latitude in the north as positive and south as negative. For the departure in the east as…

Q: 3. A transit with stadia interval factor of 100.8 was set up at point C on the line between points A…

A: Here distance has to calculate between A and B

Q: Using the data below, compute for the Linear Error of Closure Also, Determine the adjusted latitude…

A: We know that, The linear error of closure- E=√((ΣLAT)^2+(ΣDEP)^2 )   By Compass Rule-…

Q: A simple curve connects two tangents XY and YZ. The survey data are the following: Bearing of XY = N…

A: Given Bearing of XY = N 85030' EBearing of YZ =S 68030' EStation of Vertex/ Intersection…

Q: Q2: -Compute the corrected elevations of all points if R.L. (known) of B.M. was (170,850 m) and R.L.…

A: Point Distance R.L Correction Corrected elevation B.M   170.850       400       1   172.433…

Q: Horizontal angle measurement

A: A theodolite is used to measure horizontal as well as vertical angles.  Measurements are taken with…

Q: Situation C. Using the figure, supply the data needed in the numbered cell. BS FS 1.27 4.91 BS FS…

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Q: Q2) It is required to measure the distance from A to C which was obstructed by a building (see the…

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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: Given the following data on the table. Fill up the needed data. Balance the traverse by transit…

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Q: Complete the table below. LINE LAT (m) DEP (m) PA 20.000 22.000 AR -17.001 21.000 RK -27.296 2.000…

A: Answer  Calculation of DMD We know that Double Meridian Distance(DMD) of a first line = Departure of…

Q: . Enlist major three sources of errors in

A: Three major sources of errors in surveying are: 1. Instrumental 2. Personal 3. Natural

Q: please calculat the angles and complete the following table. Ba A 零方向 Survey Survey Targe Reading…

A: ANSWER:-

Q: PROBLEM 2. Given in the accompanying tabulation are the observed data for a transit- tape survey.…

A: Lattitude and Departure signs:  N-E : both positive  N-W : Lattitude positive Departure negative…

Q: A G TABLE 2 d₁ d7 B F 7 de d2 TABLE 1 2 65 3 ds d3 C d4 E FIELD DATA: GROUP 2 Table 1 INCLUDED ANGLE…

A: Solution: Table 1: Computed Angle: θ=2sin-1chord length2 length of side Correction for angle:…

Q: 2. The discrepancy for the measurement is the difference between the first measurement and the…

A: Given Data:

Q: Complete the following set of profile level notes and show the customary arithmetic check. STATION…

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Q: determine back the missing data on blank lines

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Q: The scale of the photograph is 10cm = 100m. The photograph size is 23 cm x 23 cm determine the…

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Q: Below is a transit and tape survey notes of a lot. Compute the error of deflection angle Station 1 2…

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Q: How to compute for the Taped Distance and Percentage of Error? Show your solution.

A: Given data-

Q: Complete the table below. STATION BM1 A B C D E F BM2 BS 1.470 1.967 2.792 2.225 2.209 1.072 Highest…

A: Complete the table below?

Q: Name 26 What is the measurement of the angle shown to the nearest degree? 100 110 120 130 140 150…

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Q: Q.4. Please calculate elevations in the stations given in the table and show the arithmetic check.…

A: Levelling of a site must be done in order to understand the nature of whether the site is having a…

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.