A curve of 100 m radius (e=8.0 % and fs=0.14) is located at a section of an existing rural highway which restricts the safe speed to 55 % of the design speed causing a high accident rate. To reduce the accident rate, a new curve is to be designed. Determine the minimum radius of this curve if the safe speed should be increased to the design speed. Assume the same values of e and fs.

A curve of 100 m radius (e=8.0 % and fs=0.14) is located at a section of an existing rural highway which restricts the safe speed to 55 % of the design speed causing a high accident rate. To reduce the accident rate, a new curve is to be designed. Determine the minimum radius of this curve if the safe speed should be increased to the design speed. Assume the same values of e and fs.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The project speed is 100 km/h on a divided state road with a vertical curve. The driver's transition reaction time is 2.0 seconds; the friction coefficient is 0.4. Accordingly, calculate the following: a) The slopes of g, and g2. b) The vertical curve length (L). c) Calculate the grade line elevation of the points T1 and T2 as well every 30 meters and present them in a table format. Note: use the Stopping sight distance to solve thia
Please solve Quickly
QUESTION 10 A vertical curve is needed to join to tangents; G₁=1% and G₂-4%. Assuming a level grade (0%) for braking, and the AASHTO recommended values for deceleration and perception-reaction time, calculate the minimum length of curve (ft) needed to satisfy the safety criteria. The design speed is 60 mph.
An easement spiral curve has design speed of 100 kph. The radius of the central curve is 336.2 m with a permissible super elevation of 0.07. Compute: a. The velocity of the car as it approaches the transition curve; b. The length of the transition curve to limit the centrifugal acceleration; c. The length of the short tangent of transition curve.
Note: Read the question carefully and give me right solution according to the question. An existing vertical curve on a highway joins a +4 percent grade. Assume f=0.4 and perception-reaction time of 2.5 sec, and S< L. If the length of the curve is 225 ft, the maximum safe speed of the curve(mi/hr). What would you recommend as the speed limit for this vertical curve?
An existing horizontal curve has a radius of 85 metres which restricts the maximum speed on this section to only 60% of the design speed of the highway. Highway officials want to improve the road to elimintare this bottleneck. Assume coefficient of side friction is 0.15 and rate of superelevation is 8%. Compute the existing speed, design speed and new radius of curvature.
Qg:- A horizontal curve with a radius of 200 m forms part of a two-lane highway with a posted speed of 50 Kph. Determine: 1)) The distance a house can be placed from the centerline of the inside of the curve without reduced the required stopping sight distance? 2)) Length of circular curve ? Assume perception reaction time is 2.5 sec., the highway is flat, lane width = 4 m, and central angle A = 25°.
QUESTION 9 A vertical curve is needed to join to tangents; G₁-2% and G₂-5%. Assuming the worst case scenario for braking, and the AASHTO recommended values for deceleration and perception-reaction time, calculate the minimum length of curve (ft) needed to satisfy the safety criteria. The design speed is 50 mph.
A vertical curve is needed to join to tangents; G1=0% and G2= -5%. Assuming a level grade (0%) for braking, and the AASHTO recommended values for deceleration and perception-reaction time, calculate the minimum length of curve (ft) needed to satisfy the safety criteria. The design speed is 70 mph.
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.
only do question 4
An equal-tangent vertical curve is designed for the year 2030 for a design speed of 70 mi/h to connect grades G1 = 1.2% and G2 = - 2.1%. In 2030, vehicles have become smaller so that the driver's eye height is assumed to be 3.0 ft above the pavement and roadway objects are assumed to be 1.0 ft above the pavement surface. Compute the design curve length for the year 2030. A. 1178.02 В. 1032.09 C. 974.12 D. 980.25