Calculate the departure, latitude, correction departure, correction latitude, adjusted departure, and adjusted latitude. Then balance the given traverse using Compass rule and Transit rule.

Q: Find your True Course if your Compass Error = 0.8°W while you are heading on 013°T. a. 013.8°T O b.…

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Q: Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 Point B N…

A: Given values: Point A: N 1147.8000  E 710.4700 Point B: N 1489.1700  E 138.5700

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: Calculate all required data for the following vertical curve. Curve 2 is to be staked at the even 20…

A: PVCSTATION=PVISTA-L2PVCsta=6500-2002=6+400PVCELV=PVIELV-g1L2PVCelv=170-0.075×2002PVCelv=162.5mEquati…

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: Determining the relative positions of points on above or beneath the surface of the earth by means…

A: Correct  option is SSurveying In Surveying we determine  relative position (distance, directions,…

Q: If A is at station 17+25 and B is at station 43+18, What is the distance between the two point?

A: Given: Chainage of point A is 17+25 Chainage of point B is 43+18

Q: Using the data and employing the transit rule, the adjusted latitude and adjusted departure of…

A: Transit Rule- The transit rule assumes that course directions are measured with a higher degree of…

Q: solve for the adjusted latitude and departure using compass method or transit rule. (please show…

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Q: INSTRUCTION:Given the accompanying tabulations are the observed data pertaining to different…

A: To Compute The latitudes and departure of each course The linear error of closure Bearing of error…

Q: A surveyor sights a tower in the direction N40°E, walks north 100 yards, and sights the same tower…

A: given  AB=100 yards

Q: Calculate the coordinates of a foresight point P101 using the following data: Occupied point O: N…

A: Point O BS=0.45 m HI=144 m FS=- Elevation=143.55 m Azimuth=285 degree Distance=35.3 m Point A BS=-…

Q: From boat sailing due North of 16.5 kph, a wreck ship k and an observation tower T are observed in a…

A: Using principles of trigonometric surveying. The distance can be calculated.

Q: Solve for the area of the given traverse using Double Parallel Distance Method. Given lengths in…

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Q: Given in the accompanying tabulation are the observed data for an open traverse which was made…

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Q: balance the departures and latitudes using the transit rule

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Q: Problem 2: Calculate the correction in Latitude and Departure using a) Compass Rule and b) Transit…

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Q: fundamentals of surveying. DEFLECTION ANGLE TRAVERSE. The following are the measured deflection…

A: Solution   The following are the measured deflection angles for a closed traverse: 97° 05’ R, 152°…

Q: A transit with a stadia interval factor of 100.8 was set up at C with elevation of 548 m. and the…

A: Given- Stadia interval factor=100.8Elevation=548mStadia constant=0.381m

Q: Figure 1 shows the points on a linked traverse whose traverse details have been calcul the figure.…

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Q: Course Bearing AB S 18 5 W BC 7.1S.80 S CD N 23 W DA

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Q: A transit is set up at a distance back of the zero end of a level base line 240 m. long. The base…

A: Given:- The distance at which transit is set up = 240 m  The baseline being marked by stakes at…

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

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Q: Using Transit Rule, adjust the traverse. (solution and tables for corrected latitude and departure…

A: A closed traverse ABCDE is given with its all values of latitude and departure. It has been asked in…

Q: Given in the tabulation below are notes for an open traverse. Determine the latitude and departure…

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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: Line Fore Bearing Back Bearing AB 80°30 260°30' ВС 351°15' 173°00' CD 32°15' 208°00’ DE 106°15'…

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Q: Balance the Latitudes and departures using transit rule Linear error of closure of the traverse, its…

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Q: A 45 m course, AB, on level ground was paced by a surveyor for the purpose of determining his pace…

A: Consider the given data. The formula to calculate the mean number of paces is given by, Mean number…

Q: OPEN CORPASS TRAVERSE. Given in the accompanying sketch pass traverse. alues accordingly. 23. the…

A: A sketch depicting the forward and back bearings of an open traverse is given. In accordance with…

Q: If A is at station 17+25 and B is at station 43+18, what is the distance between the two points?

A: Distance between two station = STAB-STAA

Q: Determine the missing distance of line 1-2, determine the missing distance of line 4-1.

A: Lines Azimuth Distance 1-2 θ1=? L1=? 2-3 326o 00' 116.40 m 3-4 88o 00' 174.40 m 3-1 112o 00'…

Q: Read and understand each of the following questions. Solve it in a clean short bond paper. Show your…

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Q: Compare the functions and purposes of level, total station, GPS, and tellurometer

A: 1. Level - Function : Establishes or verifies points in the same horizontal plane. - Purpose : Used…

Q: A computational method used to calculate the enclosed area in a loop traverse when the coordinates…

A: A computational method used to calculate the enclosed area in a loop traverse when the coordinates…

Q: Calculate the relative error of closure of the closed-loop traverse using the given distances and…

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

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Q: SITUATION F: The following interior angles of a triangle traverse were measured with the same…

A: Given data : ∠A=41∘∠B=77∘∠C=63∘

Q: 1. The interior angles X, Y, and Z of a triangular traverse were measured with the same precision.…

A: Given, Interior angle at station, X = 41o and number of measurements = 3Interior angle at station, Y…

Q: Compute the distance only between points "A" and point "B" Point A- N 1147.8000 E 710.4700 E…

A: TO Determine Distance between point A and point B

Q: D. A cartesian coordinates of a point moving in the xy plane are x = 2Ut + 4t2 m and y = 10 t3 m.…

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Q: Ex: write the correct interior angles for measuring closed traverse if you known the mea ang les as…

A: The sum of the interior included angles is equal to 2×n-1×90°, where n is the number of sides of the…

Q: DETERMINE THE BEARING, LATITUDE AND DEPARTURE OF EACH COURSE, ADJUSTED LATITUDES AND DEPARTURES OF…

A: Given,

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

A: Length and bearing have been given and it has been asked to determine latitude and departure. Please…

Q: 3. A and B are two points located on each bank of a river and near the abutments of a proposed…

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Q: Problem Following are the observed bearings for a closed traverse ABCD. cerrect the bearings for…

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Q: Q1) if you know that the earth curvature error is 0.0785 D2(m), where D is the horizontal distance…

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Q: Given in the accompanying tabulation are the observed data for an open traverse which was made…

A: As we look close we have seen that the given data is error-free So we can apply the standard…