7. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL and the Ed as well. AB= N69° 49'E, 713.93' CD= S65° 59'W, 391.27' BC= $35° 50'E, 606.06' DA=N58° 48'W, 781.18'

Q: Q) The following readings were obtained along the center line of a proposed road starting from BM601…

A: Station BS IS FS Rise Fall RL of C.l design road Cut Fall Remark BM 1.05                   0+00…

Q: Given the following traverse: Line Distance Bearing 1-2 38.00 N40-00W 2-3 40.00 S50-00W 3-4 40.00…

A:

Q: The adjusted bearings and distances for the four-sided traverse ABCD are provided in the table…

A:

Q: The data in the table below is for a closed-polygon traverse. Balance the traverses by coordinates…

A: Summation of Dep = -0.007 ftSummation of Lat = 0.087 ft

Q: For the given data of a close traverse, determine the missing bearings of course CD and DE solve the…

A: n

Q: A surveyor completed a closed traverse around four survey marks, starting at station 1 and finishing…

A: Angular Misclosure : It is the computation of final angular distance from measured angles which are…

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

A:

Q: The closing error for the traverse PQRS

A: Given data, Data from a closed traverse survey PQRS are given in the table.Line PQ angle= 88…

Q: A surveyor completed a closed traverse around four survey marks, starting at station 1 and finishing…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer three sub-parts at a…

Q: a traverse ABCDE the following bearings are observed ind out their included angles and check it.…

A:

Q: Given the following data for a closed traverse in which the lengths of sides CD and DE are unknown

A: The values given in the question are as follows Lines Bearing Length (m) AB S 85o 58' E 541.56…

Q: The following data is taken from a closed traverse that contains four courses. Course AB BC CD…

A: Given closed traverse ABCDA

Q: The data of a closed traverse is shown below. Create a table (in your solution sheet) showing all…

A: To compute the area of the traverse using the Double Meridian Distance (DMD) and Double Parallel…

Q: Course Distance Bearing N 60° E S 50° E S 150 W N 76° W N 100 W 20m 1-2 2-3 25m 3-4 35m 4-5 25m 5-1…

A: To adjust length and bearing of course first we need to adjust the latitude and departures. For this…

Q: Ensure you complete appropriate checks. 1 24°41'33" SET 62°04'38" • Line 2-3: . Line 3-4: • Line…

A: Data given:Bearings of each line is given,Closing angle at station 4 is 184ο08'44".Step 1 :- find…

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: Problem 1. The following data relate to a closed traverse ABCD in which the bearings of the lines AB…

A:

Q: Q) The following readings were obtained along the center line of a proposed road starting from BM601…

A: Given : station points, Sight readings To find : 1. RL of CL and calculation check 2. To calculate…

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

A:

Q: Given the closed traverse data. Lines Bearing Distance           AB N20o E 20.35…

A:

Q: Given the following tabulated data for a closed traverse, determine the lengths of BC and DE COURSE…

A: To find length of BC and DE

Q: 8. Compute the AL and the Ad for each leg of the traverse shown below. Show the EL- and the Ed as…

A:

Q: Problem 3 For the given data of a close traverse, determine the missing bearing of courses CD and…

A:

Q: A surveyor completed a closed traverse around four survey marks, starting at station 1 and finishing…

A: The given figure is shown below:

Q: DATA AND RESULTS LINE AB BC CD PE EA OBS. DIST. 14.90m 15 m 15.52m 12.56m 13.84 m OBS BEARING N 43°…

A: To Determine :- The total area of the traverse using Double Meridian Distance (DMD) method.

Q: N 45°55'21" E 276.48' S 54°58'58" E 382.24' A S 68°05'27" W 472.72' B N 19°46'15" W 216.12'

A: Area of traverse is calculated using bowditch method.

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

A:

Q: For the given data of a close traverse, determine the missing distance of course CD and the bearing…

A:

Q: nearest 01" are listed below: Point Measured Interior Angle A B C D 110°-40'-08" 62°-40'-26"…

A:

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

A:

Q: Given the following sketch and the tabulated data for a closed traverse, determine the length of the…

A:

Q: Given the accompanying tabulation for a closed traverse in which the length and bearing of line DA…

A:

Q: The bearings of the sides of traverse ABCDE are as in the table below. * .Calculate the interior…

A:

Q: c)Table 1 shows a closed traverse data by student from UiTM Perlis, find out the interior and…

A:

Q: : The following bearings were observed in running a close traverse. Correct the bearings for local…

A:

Q: Compute the area of the given traverse using DPD method.

A:

Q: Determine the adj. length of each path based on the observed data of a closed traverse.

A:

Q: LINE LENGTH (m) AZIMUTH FROM NORTH AB 233.10 122°30' ВС 242.05 85°15' CD 191.50 20°00' DE unknown…

A:

State Plane Coordinate Systems

The state plane coordinate system (SPCS or SPS) is a collection of 124 coordinate systems or geographic zones prepared for particular regions of the U.S. Every state consists of one or more than one state plane zone, the boundaries of which generally follow the county lines. Inside the U.S., there are 110 zones in total, 10 more zones in Alaska, 5 in Hawaii, and 1 for Puerto Rico and US Virgin islands. The system is extensively used for geospatial and geographic data assembling by the state and local governments.