2. Using the values given in the table, determine the maximum design speed for the following obstructed curve from four options: 15 mph, 25 mph, 30 mph and 35 mph. R = 250 ft 14 ft sight obstruction design stopping-sight speed distance (mph) (ft) 15 75 25 30 35 150 200 250 12 ft T
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- Calculate the maximum permissible speed on curve of high speed B.G. track having the following particulars: Degree of the curve =2°, Amount of superelevation = 150 m, Max. speed of the section likely to be sanctioned = 165 kmph. = 8.0 cm, Length of transition curvewhat could happen if this section of road way provided a sight distance of (500)ft V=(70)mph , if collision would accrue, determine : the collision speed , if f= 0.348H₁ - PC + Question 6 a) With regards to the relationship between the sight distance and the length curve as established in Figure 2, determine the minimum length of the curve if the hazard is assumed to be at a height from the road surface equal to the eye height of the driver. Note that the driver's eye height is an average height and the algebraic difference in grades is in decimal form. Stopping sight distance A O PT H₂ Length of curve Figure 2: Sight distance and curve length relation
- A sImpl3 curv3 has A radius of 2 8 0 meters and its distance from the point of cUrvAtur3 to the p0int of tang3ncy along the curv3 is 2 4 0 m3t3rs. Compute the distance from the midpoint of the long chord to the midpoint of the curve. Compute the area bounded by the tangent and the portion outside the central curve. Compute the central angle of the curve using arc basis.. D Q1/A horizontal curve with degree of curvature of 4° and intersection angle of 55°25", the PC is located at station 238 +44.75. Determine the deflection angles and the chord lengths for setting out the curve at whole stations from the P.C? Q2/ For mass. Hand diagram with following data: . Cost of overhaul: 1500 ID/m3.station. ex Cost of free haul: 5000 ID/m3 Cost of borrow 6000 ID/m3 Free haul distance (F.H.D) = 700m, . Cost of waste-free haul dist.-4500 ID/m3 Find cost for length of earth = 500m if you know L.E.H-11 Sta. 700 mDetermine the cant to be provided on a BG track of 3 ° curve if the speed of several trains is as follows Number of vehicle 8 10 23 11 13 Speed (kmph) 40 50 60 70
- Q1: If a 8⁰ curve track diverges from a main curve of 5° in an opposite direction in the layout of a B.G. yard, calculate the superelevation and the maximum permitted speed on the main line, if the maximum speed permitted on the branch line is 35 kmph.If the curve lead of a BG turnout is 16.76m, the angle of crossing of the turnout will be given by -1 A tan 5 B D LO 1 tan 5 C) tan 5 tan ¹10 1 -1 tan 10QUESTION 15 What is the length (ft) of a simple horizontal curve which has 35 degrees of curvature and subtends an angle of 110 degrees? QUESTION 16 For a horizontal curve, how is the stopping sight distance measured? O Along the center of the roadway. O Along the center of the inside lane. O Along the center of the outside lane. O Along the inner edge of the inside lane.
- Q2) A 5° curve is being designed for a four 12 ft lanes highway with a design speed of 75 mi/h. The highway located within +2, and -5 % vertical alignment, and driver reaction time will be taken as 2.5 s. What is the closest any roadside object may be placed to the centerline of the inside lane of the roadway? s? - s} 30(0.348 王 0.01G) 5729.58 ds = 1.47 * S;*t + D = R 5729.58 (28.65 d M = 1 - cos M = R1 - cos 200 RA Moving to another question will save this response. Question 21 A 12-degree simple curve is to be designed for a maximum speed of 88 kph. The coefficient of friction between the tired and pavement is 0.40. what is the required super-elevation in percent? O A. 7.87 O B. 8.11 OC 63.8 O 0.23.8 O E. None of the above Question 2Question 11 A 12-degree simple curve i5 to l between the tired and pavement ened fon a maximum speed of 88 kph. The coefficient of friction that is the reguired super-elevation in percent? O A7.87 OB.8.11 OC 63.8 O0.23.8 OE None of the above Question 11 of 50 A Moving to another question will save this response. acer F10 F11 F12 PrtSc Pause Del Нome Pg F3 F4 F5 F6 F7 F8 F9 Scr Lk SysRq Break Ins Coca & Backspace € 7 P