Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the station Q is the origin (use the transit rule method). Line Bearing Length (m) QR RS ST TQ N62° 02' 30"E N27° 35' 10"W S78° 41' 15"W S07° 58' 00″W 172.2 87.52 93.81 141.08

Q: 1.5 What are the angles at the intersection point in Table 1.5. Table 1.5 Station A B ANS N, m…

A:

Q: Given the following adjusted latitudes and adjusted departures of a closed traverse, determine the…

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Q: Given the following Northing and Easting, use the COORDINATE METHOD to solve for the area of this…

A: Plot the given coordinates  Area calculation: Calculation of distance, Latitude, Departure of AB…

Q: Work out the following problems regarding points and stations along a profile-level route. A. A…

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Q: Offset Point A Stationing 0.00 Offset 12.6 B 0 + 54.80 34.2 C 1+ 38.88 54.2 D 2+ 13.02 85.4 E…

A: Offset PointABCDEFGStationing0.000 + 54.801 + 38.882 + 13.022 + 98.743 + 47.824 +…

Q: X8-1. The adjusted clockwise interior angles of a traverse which originates and closes at point A…

A: Given:

Q: Using the compass (Bowditch) rule, adjust the departures and latitudes of the traverse given in the…

A: Coordinates of station A are given as X= 17200 Ft, Y= 15500 Ft Error in Departure = 0.001 and in…

Q: From the data of traverse shown, which of the following gives the nearest distance of closing line…

A: Asked: To determine the distance of the closing line 4-1.   Given: LINES BEARINGS DISTANCES (m)…

Q: The data given in the accompanying tabulation is to be used in determining the area of the adjusted…

A: Calculating the Double parallel distance: DPD of FG=187.45  DPD of GH=187.45+187.45-246.04=128.86…

Q: 11. If the balanced latitudes and departures are given for the following traverse, what are the…

A: Given data- To Find- The coordinates of the remaining two points.

Q: If coordinates of point A are (5000.00 N 5000.00 E) Determine the departure and latitude Coordinates…

A: Data given: Coordinates of point A = (5000.00N , 5000.00E) Asked: Determine the departure and…

Q: Part B Calculate the y-coordinates for the other stations. Express your answers, separated by…

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Q: Problem #1 In HW 5, Problem #3, a closed traverse (J-K-L-M-N-J) was adjusted based on field measured…

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Q: Calculate the latitudes, departures and closing error for the following traverse ABCDA. Adjust also…

A: Line length(m) Azimuth(AZ) Lattitude Departure AB 210.05 44° 31' 10'' 149.76 147.27 BC 241.95…

Highway Surveys and Location

Surveying is an operation in the civil engineering domain that requires collecting and identifying data regarding an area of land and topography. The data that is collected can be helped to plan and undertake the construction process. Civil engineers perform surveys to gather three-dimensional information regarding a particular area. Engineers specify several points on the surface of the earth and relationship between points, and the distance and angles between the points are evaluated. The data from this evaluation guides in drawing plans regarding buildings and structures.