A two-lane freeway is designed for mountain terrain. G₁ = +3.5%. G₂ = -1.5%. It is determined that the vertical curve length to be 600 ft. The horizontal alignment for the same freeway involves a circular curve, of which PC must happen 50 ft. before the highest point of the vertical curve. Suppose the station of PC is at 100+00. Use a superelevation rate of 4%. Find the station of PVC.
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- When aligning a highway in a traffic area, it is necessary to provide a horizontal circular curve of radius 295 m , if the design speed is 60 kph , determine the superelevation rate. ( Superelevation to fully counteract centrifugal force use only 75% of the design speed).Two vertical parabolic curves have been connected to form a roadway by three gradients: -5.30 %, 4.10 % and -3.70 % respectively. If the length of the second curve is twice as the length of the first curve, compute the following: a. The length of the second curve in ft given that the design speed of the first curve is 80 kph assuming a vertical radial acceleration of 0.3m/s2 for comfort criterion. b. The length of the second curve in m if the headlight height of the vehicle is 0.73 m above the first curve and the inclined upward angle of the headlight beam relative to the horizontal plane of the vehicle is 1.57% The design speed for the first curve for this situation is 90 kph. c. The length of the first curve in yard if the total length of the roadway is 7451 m given that the second curve has a design speed of 70 kph for passing sight distance with the driver's eye height assumed to be 1.5 m and object height of 0.33 m. d.The total length of the roadway in km if a bridge…A horizontal curve is to connect PC on freeway B and PT on freeway A to serve traffic turning from freeway B be two freeway A if the design speed is 45 mph (66 ft per second) super elevation is 2.5 and the coefficient of friction between tire and pavement is .10 what should be the minimum radius of the horizontal curve in feet?
- A section of highway has vertical and horizontal curves with the same design speed. A vertical sag curve on this highway connects a +1% and a +3% grade and is 420 ft long. If a horizontal curve on this highway is on a two-lane section with 12ft lanes, has a central angle of 37 degrees, and has a superelevation of 6%, what is the length of the horizontal curve?Design a vertical summit parabolic curve connecting two tangent grades, a 5% grade intersecting a -3.4% grade at station 1 + 990 with an elevation 42.30 meters. The parabolic curve shall conform with the following safe stopping sight distance requirements. Design velocity = 60 kph Height of driver’s eye from the road pavement = 1.37 meters Height of an object over the pavement ahead = 100 mm. Perception/reaction time = 0.75 second Coefficient of friction between the road pavement and the tires = 0.15 Determine the following: Stopping sight distance The length of the curve The elevation of the highest point on curve.A spiral easement curve has a length of 60 m with central curve having a radius of 400 m. The design speed of the car on this curve is 100 kph. Compute for the rate of centripetal acceleration. a. 1. 21 m/sec^2/sec b. 0.321 m/sec^2/sec c. 4.21 m/sec^2/sec d. 5.214 m/sec^2/sec
- A vertical alignment for a single carriageway road consists of a parabolic crest curve connecting a straight-line uphill gradient of +4% with a straightline downhill gradient of -3%. Determine the following: (1) Calculate the vertical offset at the point of intersection of the two tangents at PI (2) Calculate the vertical and horizontal offsets for the highest point on the curve.Assume a design speed of 85km/hr and use the absolute minimum K value for crest curves. Show the complete solution asap.Design a Two way - one lane Highway with the following specification. V= 90 kph e=0.05 m=15 m SD=115 m wheel base = 2.25 m C=3 Pavement is rotated at center I =20 Determine the following: Minimum Radius Road Widening Transition Spiral (if any) Vertical Curve Tangent and Length of Curve Road Profile for horizontal alignment with station if the start station is 1+ 0001. A parabolic curve has an ascending grade of 4% which meets a descending grade of 3% at sta. 1+ 180 whose elevation is at 320 m. Compute the elevation of the PVT(point of vertical tangency) if the length of the curve is 280 m 2. The driver of a car traveling at 65 mph saw an obstruction ahead. If the reaction distance is 72.2 m, compute the reaction time.
- A two-lane highway (one 3.6 m lane in each direction) goes from normal crown with 2% cross-slopes to 10% superelevation by means of a spiral transition curve. Determine the minimum length of the transition if the difference in grade between the centerline and edge of traveled way is limited to1:200.Round up to the next largest 20m interval.(b) Draw the superelevation diagram for the transition described in part a ,The station of the TS is 160+00(TRAFFIC AND HIGHWAY ENGINEERING) A highway segment has an equal-tangent sag curve and a horizontal curve with the same design speed. It is known that the sag curve has an initial grade of –1.8% and a positive final grade that is not known. The station of the PVC is 232 + 70, and the station of the low point of the sag vertical curve is 235 + 14.8. The horizontal curve has a superelevation of 8%, central angle of 30 degrees, and a PT at Station 302 + 20. The road has two 11-ft lanes (one in each direction). What is the station of the PI?The minimum simple curve radius you recommended for a highway with design speed (96) Km / hr, super elevation (5.50 percent and f = 0.11, is: O 493.799 m O 439.799 m O 339.970 m O 440.700 m 430.900 ft / sec.