m 1 onsider a closed-polygon traverse whose corners have the following X and coordinates (in feet): A (330.08, 165.40), B (389.13, 165.40), (389.13, 291.29), D (320.01, 275.96). Pa Det Exp a S 10

Q: If a turning point of along a profile level route measures 205.73 m beyond 10+033.5 , its stationing…

A: Given :- distance of turning point = 205.73m Station beyond turning point 10.033.5

Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…

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Q: Situation 4] From the given data of a closed traverse, The adjusted bearing of BC using compass…

A: To Determine The adjusted bearing of BC using compass rule. The adjusted bearing of DA using compass…

Q: 10. The data given in the accompanying used in determining the area of the adjusted traverse P GHIJ…

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Q: 11. A closed traverse has the following data: Using transit rule, find the corrected bearing of line…

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Q: Two traverse lines AB and BC with the description: AB = 325.50 m, Due East, BC = 275.45 m, N 57045’…

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Q: A closed triangular traverse has the following data: Line Bearing Distance АВ N 60° E 1,000 m BC Due…

A: Appreciate if there is detailed work with explanation and finds you helpful for ease of…

Q: wen the following technical description, determine if the traverse is closed. If not, balance the…

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Q: 25) Calculate coordinates of station (65+10.00) on the horizontal circular curve (R= 750 m, 4=…

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Q: Given the following technical description, determine if the traverse is closed. If not, balance the…

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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: find area

A: Given: Station X (Easting) Y (Northing) 1 0 0 2 50 53 3 102 109 4 156 168 5 212 230 6…

Q: SITUATION 1: The data for a closed traverse are as follows: Course Bearing Distance АВ S W 126.00 m…

A: To Determine Distance of course CD Area of the traverse

Q: A closed traverse has the following data: Distance Line Bearing Latitude Departure (m) 1081 S…

A: LINE DISTANCE BEARING LATITUDE=Lcosθ DEPARTURE=Lsinθ AB 1081 S73°47'E -301.89 +1037.03 BC…

Q: balancing the traverse by using transit rule and third rule for closing error and bowdtich rule?

A: NOTE: AS PER OUR GUIDELINES I CAN SOLVE THIS QUESTION USING ONLY ONE METHOD MENTIONED ABOVE IN…

Q: Determine the Area of the given traverse using DPD method. (data in meters) Departure Latitude 37.7…

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Q: only SKETCH this traverse

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Q: A close traverse has the following data: Course Bearing Distance 1-2 N 9.27° E 58.7 m 2-3 S 88.43° E…

A: Close traverse data: Course Bearing Distance 1-2 N 9.27o E 58.7 m 2-3 S 88.43o E 27.3 m 3-4…

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Given Length and bearing of line QR, RS, ST & TQ. Station Q is the origin, (x,y) = (0,0) To…

Q: Calculate the area of X (Easting) closed traverse is a Y (Northing)

A: Given  Nothing and easting of different points of  closed traverse ..

Q: Compute for the corrected distance AB of the traverse shown using compass rule LINES BEARING…

A: For determining the corrected length use following steps: Calculate the latitude and departure.…

Q: LINE BEARING DISTANCE AB 472.68 BC 216 .13 CD N 48°55'20'E 276.52 DA 382 - 24 Seop ed with Co Seor

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

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Q: The baseline AB of a triangulation system is equal to 400 m long. Stations Cand D are other points…

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Q: A loop-closed traverse A, B, C forms triangle with 500 meters sides. The azimuth the coordinates of…

A: As per our company guidelines, we are supposed to answer only the first 3 subparts. Kindly repost…

Q: Q8) Calculate the adjusted coordinates of all stations in the following traverse given that the…

A: Bearing and Length of Lines of a Traverse QRSTQ is given. Coordinate of origin station Q = ( 0,0 )…

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: LINE AB BC CD DE EA DISTANCE 647.25 203.03 720.35 610.24 275.13 BEARING $ 53.08⁰ E $ 5.68⁰ E N…

A: Given values: Consider the given data for a closed traverse. The bearing should be converted to…

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…

Q: Two Stations A and B are 540 m. apart. From the following triangulation stations C and D on opposite…

A: Construction: From the dotted line, divide the triangle into two section ACE and BCE Distance AB =…

Q: 28 Assignment (2) Given the following traverse data Jr Compute for: 1.Latitude and Departure of each…

A: As per the guidelines we are only supposed to answer first 3 parts. Repost rest of parts.  There are…

Q: Using DPD Method in determining area of a traverse, the Double Parallel Distance of the first…

A: Answer-b

Q: What is the relative error of closure? O a. Perimeter of traverse/error of traverse O b. Perimeter…

A: The other name for relative error of closure is the degree of accuracy or relative accuracy.…

Q: SITUATION. Given the following corrected data of a close traverse: Course Distance Departure…

A: We can find the area of Traverse by  DMD method (double meridian distance) DPD method (double…

Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A: Disclaimer Since you have posted a question with multiple sub-parts, we will solve the first three…

Q: Determine the unknown values of a given closed traverse: Line Latitude Departure DMD DA AB 49.29…

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Q: Determine the distance of line DA and CD. Also determine the area of the closed traverse using DMD…

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Q: COURSE AB 8886 BC CD DA DISTANCE 120m ? 100m 80m 43. The length and bearing of BC 44. The area of…

A: here question contain multiple question so As per our guidelines i will answer only first question

Q: Given the following adjusted technical description, solve the AREA using Double Parallel Distance…

A: ASKED: To compute the area of the traverse using DPD method.   Given, Course Adj Lat Adj Dep AB…

Q: A closed traverse has the following data: Line Distance (m) Azimuth 1-2 53.70 189°16'12" 2-3 27.30…

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Q: Q3): The following data were collected while running a closed traverse ABCDA starting from A toward…

A: Note:- Dear student as per bartelby guidelines we are supposed to answer only first 3 sub-parts.…

Q: Point A RL 87,352 m Chainage 103.25 m St. Linear Road Question? What is the RL at chainage 110 m?…

A: Given: Reduced levels  Chainage  To find : Chainage at a point

Q: The following Face Left and Face Right Readings are recorded for a traverse angle C: FL(A)= 00°…

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Q: The table below shows the field measurements for a traverse A. B.C.D.E. if the Azimuth of AB = 290"…

A: The given data is: The azimuth of line AB=290° Coordinates of point A=(1000,1000) Calculating the…

Q: A closed traverse J-K-L-M-N-J has departures and latitudes provided below: Course Departure Latitude…

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Q: this is not a graded question and please base your answer on the given choices thank you

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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.