Two traverse lines AB and BC with the description: AB = 325.50 m, Due East, BC = 275.45 m, N 57045’ E meets at Sta V which is also at point B. If Sta PC is one fifth away from point B, find the stationing of PT if point A is at 20 + 150 m.

Q: A closed traverse has the following lengths and bearings: The length CD could not be measured due to…

A: Given Data Closed Traverse  Bearing-AB is roughly east.  Determine the length of CD and bearing of…

Q: 118°37' D. 105 22' 120°28' 87 05' 108 28'

A:

Q: Compute the azimuth from north of line CD. Azimuth AB = 105°26'32"; angles to the right ABC =…

A: Azimuth of AB = 105°26'32''Angle to the right ABC = 52°54'26''Angle to the right BCD = 36°36'38''…

Q: For the given traverse, do the following: 1. Find the distance of CD and DE. 2. Find the Area of the…

A: We have to find the length of line CD and DE

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: Situation 1: The back and forward tangent of a parabolic and 3%, respectively. The station of their…

A: back and forward tangents = -5% and 3%Intersection station = 30+194mIntersection elevation =…

Q: Given PLat 8+ 272.311, A = 24°24 20", and R = (midordinate), and the stations of the BC and EC. 500…

A:

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: 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: From the field notes of a closed traverse shown for the linear error of closure and relative error.…

A: Given: STATION DISTANCE (m) AZIMUTH AB 233.10 122° 30' BC 242.05 85° 15' CD 191.50 20° 00'…

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.