1. (35 pts) A-2% grade intersects with a +3% grade at station 410+50.00 at an elevation of 200 fe...
3. A 300 ft vertical curve connects a-2.3% approach grade and a +1.6% departure grade. The PVI is at 45+65 with elevation 369.22'. The curve is designed for 35 mi/hr speed limit. Calculate stations and elevations for PVC and PVT A 4% grade meets a failing grade of-25%. Station at P1 is at 60+00 and elevation is 95 feet. The length between PVC and PVT is 1400 feet. Find the elevation of the curve at station 58+00 4. 3. A...
A grade of -2.353% intersects a grade of -1.212% at station 77+70 whose elevation is 412.85 feet, the distance back to the BVC is 600 feet, and the distance to the EVC is 450 feet. Compute the elevations of the full stations on this unequal length vertical curve. I am having a very hard time visualizing this but a diagram might help if possible!
12. Two tangent of a vertical curve intersects at station 32+11.61 and elevation 64.18 ft. back tangent grade is gl = +4% and forward tangent grade g2--6%, and length L = 600 ft a. b. c. d. Calculate the elevation of PVC in feet. Calculate the elevation of PVT in ft Calculate the station of the high point. Calculate the elevation of high point in ft.
A sag vertical curve has a 25% grade that intersects with a +3.1% grade at station 352+52.8 and an elevation of 422.8. To provide proper cover for a culvert, the elevation at 349+30.00 be 434.6 or higher. A) What minimum length of vertical curve is necessary to provide the necessary cover and meet the other design requirements for a design speed of 70 mph? B) if a 1025-foot curve is used, determine the station and the elevation of the low...
Q1. A +2 percent grade on an arterial highway intersects with a -1 percent grade at station (5+357.28) at an elevation of 90m. If the design speed of the highway is 100 Km/h, determine the stations and elevations of the BVC and EVC, the elevation of each 30-m station, and the higlh point Q2. Determine the minimum length of a vertical curve if the grades are +4% and-200. Design speed is 120 km/hr. State assumptions used in solving this problem....
EXIT 211 A A 2,125 ft equal tangent vertical curve joins a +2.2% grade to-3.6% grade. The PVI of the vertical curve is station 55+21 at elevation 150 ft. To meet MUTCD standards for advance guidance, an overhead sign structure must be placed at station 55+85. The bottom of the sign will be 18 ft above the roadway surface (more than the recommended 16.5 feet to accommodate larger trucks that use the roadway). WEST 56 Utopia Botlom of sign 18...
1. Given a vertical curve with: PVI station = 26+42.17PVI Elevation = 1642.91 feet Length = 947.00 feet Entrance grade (gl) = -6.0% Exit grade (g2) = +1.2% Calculate the PVC station and elevation. • Calculate the PVT station and elevation. - Calculate the elevation at station 27+34.90. • Calculate the station and elevation of the high/low point.
1. Given a vertical curve with: PVI station = 26+42.17PVI Elevation = 1642.91 feet Length = 947.00 feet Entrance grade (gl) = -6.0% Exit grade (g2) = +1.2% Calculate the PVC station and elevation. • Calculate the PVT station and elevation. - Calculate the elevation at station 27+34.90. • Calculate the station and elevation of the high/low point.
1. Given a vertical curve with: PVI station = 26+42.17PVI Elevation = 1642.91 feet Length = 947.00 feet Entrance grade (gl) = -6.0% Exit grade (g2) = +1.2% Calculate the PVC station and elevation. • Calculate the PVT station and elevation. - Calculate the elevation at station 27+34.90. • Calculate the station and elevation of the high/low point.
Could you help solve parts A & B please 81627740 1-FALL-2018/ECNS80-Qian_Fall%202018-5.pdf Homework 3-Due 9/20 An ascending 1.0% grade intersects a 1.2% descending grade at a elevation 840.00 on dedicated HSR line with a speed of 220 mph. a. Determine the required length of vertical curve using the CURRENT AREMA approach. Compute the top of rail (TOR) elevations at the beginning of the vertical curve (BVC, or PVC), end of the vertical curve (EVC, or PVT), and at all intermediate stations...