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

A:

Q: On a vertical photograph of flat terrain, section corners, which are a nominal 1-mi apart, appear a…

A: Part A :- d= 3.319 in.f= 3.5 in.Part B :-d= 68.14mm, f= 156.4mm

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: : Find the area of the polygon ABCE (AVE area). Latitude Departure E Line W AB BC 65 80 CD 80 20 DE…

A: SINCE  latitude and departure of line AB is not given we need to find them   In a closed traverse :…

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: 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: The distance AB was measured using proper taping procedures. The forward measurement was recorded as…

A: LAB = 725.895m (measured) LBA = 725.750m (measured) The measurement of distance AB L = 0.5(LAB+LBA)…

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: 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: . 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: y 40 165 105 40| -- x 240 Dimensions in millimeters Determine the x- and y- coordinates of the…

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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: Determine the coordinates of the centroid of the shaded area. 10 E 20 20 10 30 40 20. 65 Dimensjons…

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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: 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…

Q: questions by completing the tabulation below. What is the computed departure of line DE?

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Q: QUESTION 13 The readings shown below were taken to find the height of A, B, C, D, E, F, G and H. a)…

A: To Determine :- a) The adjusted reduced levels for all the pegs. b) The difference of height between…

Q: From the given horizontal distance measurement notes using steel chains, determine the discrepancy…

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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 using transit rule Course Distance Latitude Departure ADJ. LAT ADJ. ADJ. DEP…

A: Solution: For the given table values Find the Lattitude correction , Departure correction and…

Q: Balance the interior angles of the parcel shown below.

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Q: 1. Using the information below, determine the following azimuths. The image below is oriented so…

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Q: Questions: Please recheck value of kindly Recheck please Ty.

A: For channel section, For w460 x 74To calculate the moment of inertia of the cross-section about the…

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.