5 Given: design speed = 100 kph, (f = 0.13), p = 0.4 m/sec3, Sta. Pl = 5 + 000.000 Road width = 14.0 m (4-lane, 2-way), Normal crown = 1.5 %, Intersection angle = 30° Design the section of highway. I %3D

Q: Using the information given, compute the deflection angles (in degrees only not deg-min-sec) for the…

A: Answer We are given Station of Intersection PI = 0+762.27 Deflection Angle I = 10 degrees Degree of…

Q: Create a circular curve using this data with a section of a two lane, two highway (2 @ 3.5 m) is to…

A: Solution: Given data: The design speed of highway, V=60 kphThe intersection angle, θ=40°The rate of…

Q: The point of intersection (P.I ) of two tangent lines is station 11 000 + 66 . The following data…

A:

Q: 3. Given a simple horizontal curve with A-8 00 00" and Pl at station 104450, calculate: a. R b. T d.…

A: a) Radius R = 1720 / D                    = 1720 /8                  = 215 m b) T = Radius x  tan…

Q: A muqarnas pavement in a public park in the form of a simple horizontal circular curve (the front…

A:

Q: Referring to the following illustration, a -4% grade meets a +5% grade at the point of vertical…

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Q: An equal-tangent crest curve connects a +2.0% and a-1.0% grade. The PVC is at station + 670 and the…

A: The curve length will be: Lm=2×100station2 of PVI-station1 of PVCLm=200(1+790-1+670)      =240 ft

Q: 2. A reserve curve has the following radius: R₁ = 380 by two tangents with an intersection equal to…

A:

Q: A simple curve has a central angle of 36° and a degree of curve of 6°: a. Find the nearest distance…

A: Central angle = deflection angle ,∆=36°Degree of curve , D=6°Station of PC=10+020

Q: Given: L=1500 ft.; G1=+1%, G2=+4%; What is the change in elevation from a point on the incoming…

A: L = 1500ft G1 = +1% G2 = +2%   It has been asked in the question to determine the change in…

Q: The tangent distance of a 3° simple curve is only ½ of its radius. a. Compute the angle of…

A:

Q: slope. It has a side slope of 2:1 and the base width of the roadway is 12 m. (a) Compute the volume…

A: Side slope = 2:1 Base width = 12 m For station 10+110,    Cross section…

Q: With a radius of 280 meters and  distance from Pc to Pt along the curve is 240 meters. - Compute…

A: Radius = 280mPC to PT  distance = 240m

Q: The back and forward tangents AV, and VB of a highway meet at station 30+75.00. The angle of…

A:

Q: PROBLEM 6: Two parallel tangents 20m apart are connected by a reversed curve. The chord length from…

A:

Q: Given a sag vertical curve connecting a -5.5% grade with a +6% grade on a rural arterial highway,…

A: Given,  G1 = -5.5% G2 = 6% V = 50 mph

Q: A vertical curve on a roadway has a BVC at station 23+00 and an elevation of 900.00'. If the EVC is…

A: Given data: BVC station=23+00 EVC station=33+00 g1=4.00% g2=-3.50% Elev at station 29+00=?

Q: The deflection angles of two intermediate points A and B of a highway curve are given below. The…

A: Highway Curve: Highway curve is the curve which is formed by connecting two straight lines on a…

Q: Determine the P.C. (Point of Curve) and P.T. (Point of Tangent) for the horizontal curve using the…

A: Since the question of curve and we have to find point of curve and point of tangent from the given…

Q: as of ₁-2.50% and 9₂ +1.50 %, VPI elevation 856.00 ft at station 22 +00, and a foxed elevation…

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

Q: Why extra widening of road is required at horizontal curve?

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: The perpendicular distance between 2 parallel tangents of a reversed curve is 75m and the length of…

A: In creating a curve, the tangent distance must often be limited. Some of them are crossings of…

Q: Field conditions require a highway curve to pass through a fixed point. Compute a suitable…

A: g1= -2.50%g2= + 1.50%PVI Elevation = 868 ft and station = 22+00Fixed elevation, y = 872 ft and…

Q: C. Design a Two way - one lane Highway with the following specification. V - 90 kph e - 0.05 m- 15 m…

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Q: Engineers group have been decided to design a highway with vertical curve in order to transfer the…

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Q: There is an access road 222m from PI3. Use the information from but assume a practical speed of…

A: Consider the given data and table Station SKD Level VC Length PI 1 1402 193.40   PI 2 1502…

Q: A simple horizontal curve of radius 350 ft connects two tangents that form an intersection angle of…

A:

Q: A highway has +2.0% grade followed by a -2.0% grade. The PVC is at STA(1033+58.00) and the PVT is at…

A: Following are the given data. A highway has +2.0% grade followed by a -2.0% grade. The PVC is at STA…

Q: Field conditions require a highway curve to pass through a fixed point. Compute a suitable…

A:

Q: A-3% grade us connected to a +1.0% grade by means of 180m vertical curve. The point of intersection…

A: Length of curve= 180m Grades: g1 =-3%, g2=1%

Q: Civil Engineering Imagine a two lane highway segment with crown slopes of -1.3%and the start of the…

A: kbjjnoj nkokjpojpjpwjjwpj;k;kjlkjl kejlkejejnjrrhrheekkeje ejnelkknelkljelklene klknelnelkn…

Q: The back and forward tangents AV, and VB of a highway meet at station 35+75.00. The angle of…

A: Given Data:Angle of intersection= 29°00'Da= 3°30'

Q: Grades of g₁ = -1.00% and g2 = +3.00 %, VPI elevation 750.00 ft at station 30+00. Fixed elevation…

A: g1= -1%g2= +3%PVI Elevation = 750 ft and station = 30+00Fixed elevation, y = 753 ft and station…

Q: Q2/ Two parallel tangents of two roads connected by a reverse circular curve R1=5C deflection angle…

A: Given: Radius of first curve, R1 = 500Deflection angle, ∆ = 13oChord length of second curve, C2 =…

Q: ce from the PC to the Pl is 376m and the tangent distance from the PC to t common tangent and the…

A: According to given data  The long chord of a compound curve is parallel with the 200 m common…

Q: The minimum simple curve radius you recommended for a highway with design speed (96) Km/hr , super…

A: Given; V=96km/hr super elevation =5.50 f=0.11

Q: Imagine a two lane highway segment with crown slopes of-1.3% and the start of the tangent runout at…

A: Given: R=408 mv=71 km/hr×10003600=19.72 m/s

Q: Q5. Grades of gl=-2.50% and g2=+1.50%, the intersection of grade lines at station 315-00 is at…

A: Calculation of vertical Curve and finding of Curve length and stations and elevations of BVC and EVC

Q: QUESTION TWo The intersection angle of a 10° highway curve is 100°35' and the Point of Intersection…

A: Given data, Degree of curve D = 10o Intersection angle I = 100o35' = 100.583o Station of PI =…

Q: [Situation 1] A simple curve connects two tangent roads AB and BC with bearings N88°40'E and…

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Q: An existing highway with bearing of N 20deg E to be connected to another highway, with bearing of N…

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Q: Problem: The perpendicular distance between two parallel tangents of a reversed curve is equal to 8m…

A: Given: Sta PC = 0 + 120.46, R = 175m

Q: Given: L = 25 stations, PT station = 50+00, G1=-3%, G2=+1%; What is the stationing at zero % grade…

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Q: 4. There is a curve with a Back Tangent with a bearing of S 30° E and a Forward Tangent with a…

A: Station of Point of intersection= 135+76.45  Degree of curve= 10°