Calculate the end area for the following stations with 30-ft wide roadway and 4:1 slop:            Sta              Left                      Center                   Right         14+00          F4.0/31.00            F5.0/0.00              F7.0/19.00         15+00          F6.0/25.00            F7.0/0.00              F8.0/17.00

Q: Question 1 (1) Calculate the length and radius for the following curve. The PC is at Sta 8+10. The…

A:

Q: Compute the passing sight distance available given a 440-ft curve, grades of g₁ = +2.00% and 9₂…

A: The sight distance available from a point is the distance along the road surface over which a driver…

Q: I want a good solution and good traffic, I would appreciate it very much (descriptive geometry -…

A: descriptive geometry problem in the Diedric system.Completing the Front View of Segment ABProject…

Q: 18. An incoming grade of +3.00% meets an existing grade of -1.50% at a PVI having station 18+00 &…

A: Incoming grade, Existing grade, PVI stationElevation of PVI, Station of street, Elevation of street,…

Q: Item 2 Grades of g₁ = -2.50% and 92 = +1.50 %, VPI elevation 856.00 ft at station 22 +00, and a…

A: g1= -2.50%g2= + 1.50%PVI Elevation = 856 ftat 20+50 and y= 860 ft

Q: Compute and tabulate full-station elevations for an unequal-tangent vertical curve to fit the…

A: Based on the given data let us draw the below figure

Q: Compute the passing sight distance available given a 440-ft curve, grades of ₁₂ Express your answer…

A: The sight distance available from a point is the distance along the road surface over which a driver…

Q: take out a 200 ft spiral curve that transitions into a 60 00’ circular curve (arc definition).  PI…

A: The radius of the spiral curve- R=5729.58DR=5729.586°R=954.93° The spiral angle-…

Q: För ån equal tangent vertical curve g1 = -4%, g2 = +3%, L = 300.00 ft, BVC Station = 10+00.00, BVC…

A:

Q: Compute the stopping sight distance available given a 490-ft curve, grades of g₁ = +2.00% and 9₂ =…

A:

Q: Vertical highway curve: Given PVI at 128 + 00, L = 1,000 ft, g1 = -5%, g2 = +4%, and PVI elevation =…

A:

Q: Two highway tangents intersect with a right intersection angle of 23º40' at station 73+61.28ft. If a…

A: Given I=23°40'R=1720D=17205=344mso,

Instruments for Surveying

Surveying is the practice that determines the relative three-dimensional positions of many different points on the earth’s surface. There are various instruments used in Surveying like Theodolites, Total station, Tripod stands, Plane table, etc. for measuring horizontal angle, vertical and sloping angle, which are very useful for giving accurate and precise measurement.