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- PROBLEM 7 A +2 percent grade on an arterial highway intersects with a -1 percent grade at station 535 + 24.25 at an elevation of 300 ft. If the design speed of the highway is 65 mi/h, determine the stations and elevations of the initial point of vertical curve (PVC), the final point of vertical curve (PVT), the high point, and the elevation of each 100-ft station.A 4-lane rural basic freeway segment is with hourly flow rate = 1528 pcphpl. The interchange density is 0.8/km, average lane width is 3.7m, sufficient lateral clearance. Using the HCM 2000 procedure, the estimated FFS speed (kph) and the current segment LOS are and respectively. ............. а. 104 & LOS B b. 107 & LOS E С. 108 & LOS D d. 114 & LOS C е. noneA 3% grade on a principal arterial road intersects with a -2% grade at station (335+54.5) at an elevation of 323 ft. If the design speed is 60 mph, design the minimum vertical curve length, L Fast please handwritten only fast fast
- Determine the stationing for the following points: ENC, LC, PC, BFS, EFS, PT, LC, and ENC in a row given a horizontal curve with 37° intersecting angle on a two-lane highway with 12-ft lanes and a 55-mph design speed with a designated maximum superelevation of 6%. The radius for the horizontal curve has been set to 1060-ft. The Pl is located at station 152+03.44 and the highway has a constant 2.1% normal crown. Locate each point with its stationing on the drawing below. PI = 152+03.44 Not to scaleA roadway has a design speed of 50 mi/h, and at station 105 + 00 a +3.0% grade roadway ection ends and at station 125 + 00 a+2.0% grade roadway section begins. The +3.0% grade section of highway (at station 105 + 00) is at a higher elevation than the +2.0% grade section of highway (at station 125 + 00). If a -4%constant-grade section is used to connect the crest and sag vertical curves that are needed to link the +3.0 and+2.0% grade sections, what is the elevation difference between stations 105 + 00 and 125 + 00? (The entire alignment, crest and sag curves, and constant-grade section must fit between stations 105 + 00 and 125 +00.)A two-lane minor road intersects a two-lane undivided major road at 90 degrees,forming a four-leg intersection with traffic on the minor road controlled by a yield sign. A building islocated 185ft from the center line of the outside lane of the major road. The design speed on themajor road is 60 mi/h and the design speed on the minor is 35 mi/h. The approach grade on the minorroad is 3%. A passenger car on the minor road would like to cross the major road. Using theAASHTO procedure, determine the minimum distance required that the building must be from thenearest lane on the minor road
- A +2 percent grade on an arterial highway intersects with a -1 percent grade at station (535+24.25) at an elevation of 300 ft. If the design speed of the highway is 65 mi/h, determine the stations and elevations of the BVC and EVC, and the elevation of each 100-ft station. Use L = KA to find minimum curve length for this problem.A roadway has a design speed of 50 mi/h, and at station 105 + 00 a +3.0% grade roadway section ends and at station 125 + 00 a +2.0% grade roadway section begins. The +3.0% grade section of highway (at station 105 + 00) is at a higher elevation than the +2.0% grade section of highway (at station 125 + 00). If a -4%constant-grade section is used to connect the crest and sag vertical curves that are needed to link the +3.0 and+2.0% grade sections, what is the elevation difference between stations 105 + 00 and 125 + 00? (The entire alignment, crest and sag curves, and constant-grade section must fit between stations 105 + 00 and 125 +00.)Engineers group have been decided to design a highway with vertical curve in order to transfer the traffic volume through it, with a (1.90) percent grade meting (- 3.90) percent grade. The vertical curve length (984.00) ft. (Use fSkidding= 0.35, t = 2.5 sec.), sight distance you :recommended is 677 ft. 505 m. O 605 ft. O 650 ft. O 600 ft. O
- A downgrade of 2% intersects an upgrade of 4% at an elevation of 200 feet at station 55+15.00, where a 300 feet curve will be fitted. Calculate a) middle ordinate in feet b) station and elevation of the BVC c) station and elevation of the EVC d) station and elevation of the low point. Provide a sketch of the curve.Calculate the minimum length af a crest vertical curve for a two lane highway with an initial grade of +3.5 and a final grade of -2% based on a Passing Sight Distance (PSD) of 700ft .(corresponding to a design speed of 45 mph), For Pasing Sight Distance, ASHTOO 2011 poicy assumes a driver eye height above the Roadway of 3.5 ft( i.e h1) and an object height of 3.5 (i.e h2),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.