The field notes of a closed traverse are the following, find the distance of line CD and line EA.

Q: verse: COURSE DISTANCE BEARING АВ 495.85m N 05°30' E N 46° 02' E S 67° 38' E S 12° 25' E S 83° 44' W…

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Q: DE and solve the AREA using DMD. Sketch the traverse. LINES DISTANCE (m) BEARING LATITUDE DEPARTURE…

A: According to given data  Lines Distance (m) Bearing (∅) Latitude L=l cos ∅ Departure D= l sin…

Q: Station X(m) Y (m) A 0 0 B + 170 +320 C +470 +90 D -110 E - 220 +340 <-40

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Q: It originates from an established point and ends at a predetermined point. Closed traverse Traverse…

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Q: Do the calculations for the origin-destination pair GH: Given the aerial distance between EF=292…

A: Aerial distance EF=292 meters (GH=102 meters)contour spacing of 30 meters

Q: 1. Using the information below, determine the following: a. Sketch of the traverse (label properly)…

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Q: if the corrected vertical and horizontal alignment of the sides of the traverse (ABCDE) are as they…

A: To Determine The coordinates of all the points. Coordinates of Points B,C,D &amp; E.

Q: Engineering fill out the table by the answer. In the shown connecting traverse ABCDE, the azimuth…

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Q: Problem 2 Fill up the missing data Draw the traverse. LINE AB BC CD DE EF DISTANCE(m) 42 35 80 80 45…

A: Given: Length of AB=42 m Length of BC=35 m Length of CD=80 m Length of DE=80 m Length of EF=45 m…

Q: LINES AB BC CD DE EF FA DISTANCE 88 42 ? 78 65 89 BEARING S 18° 25' E S 29° 27' W S 72° 29' E N…

A: Assume distance of line CD be "x" and bearing of EF be "a". To determine the values of x and a.

Q: In the accompanying tabulations, the length and direction of one side are unknown. LINE AB BC…

A: A closed traverse bearing and length have been given in the tabulated form and it has been asked to…

Q: Balancing methods can be applied only when__ O a. Survey forms a closed circular traverse O b.…

A: To find out the balancing can be done from the following.

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'…

A: Please refer the below mentioned closed traverse diagram--》

Q: II I I| |||| Using the contour map what are the elevations of the contour lines Labeling Contours…

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Q: Triangulation stations B, C, D, and E (forming a 4-sided polygon) are established with lengths…

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Q: LINES BEARING DISTANCES АВ N 28° E unknown BC Due East 250.62 m CD S 32° E unknown DA Due West…

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Q: A closed transverse has the following data. Find the Value of A, B, and C

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Q: Draw contours for the following data using the grid method. The following data of a piece of land…

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Q: From the field notes of a closed traverse shown below, Lines Bearing Distances AB N 53 27' 0"E 59.82…

A: Given: Lines Bearing Distances AB N53o27'0"E 59.82 BC S66o54'0"E 70.38 CD S29o8'0"W 76.62…

Q: LINE AB BC BEARING N70°55 E DISTANCE (m) 43.73 29.91 S05°30' E S 30°44' W S 86°40 W N 23° 4T W CD DE…

A: given - field notes of closed traverse     to find - missing data

Q: Find the point intersection of contour line 23.6 m with the grid between points have elevations 30.8…

A: given: Let elevation A point be  18.9 m B be the elevation = 30.8 m and the grid size be s = 11 m we…

Q: 2 Given the following tabulated data for a closed traverse. Determine the length of line AB and EA.…

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Q: Complete the missing data. Plot the traverse using an appropriate scale. LINE DISTANCE (meter)…

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Q: A straight line of length 15 km to be represented on the map (1in-4mile) What will be its length on…

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Q: LATITUDES DEPARTURES LINE LENGTH BEARING N W AB 639.32 m N 09° 30' W BC UNKNOWN N 56 55' W CD…

A: An angle between north and south and a direction is called a bearing in land surveying. Generally,…

Q: Find the point intersection of contour line 23.9 m with the grid between oints have elevations 30.8…

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Q: 1. Determine the area of the given closed traverse. LINE AB BC CD DE EA A. 820.6 mm^2 B 786 4 mm^2…

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Q: Q3. The (X,Y) coordinates (in feet) for a closed-polygon traverse ABCDEFA follow. A (1000.00,…

A: Coordinate method  ABCDEFA closed area

Q: In geodetic surveying, calculations involve equations from algebra and plane trigonometry.…

A: Answer: False

Q: For this assignment you are given three contour maps. Draw a profile elevation for each contour map.…

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Q: From the following traverse notes, compute the corrected distance of line CD using Transit Rule.…

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Q: 6-1 1. Compute the DMD of line 3-4. 2. Compute the length of line 6 to 1. 3. Compute the bearing of…

A: To find DMD of line 3-4 Length of line 6-1 Bearing of line 6-1

Traverse Survey

Traverse surveying is a popular method of surveying. Traversing is that type of survey where several connected survey lines form a framework and the directions and lengths of the survey lines are measured with the help of a tool to measure angles and tape or chain respectively. Traverse networks involve placing survey stations in a queue or trail and using pre-tested points as a basis for looking at the next point. This type of surveying is different from Tacheometric surveying, where only angles are measured and the process of chaining is reduced.