Transportation Engineering
(25 points) As a junior roadway engineer, you have been asked to contribute to the design of a section of roadway that runs through a national park. An endangered deer population has been identified in the area and a wildlife underpass under a vertical curve has been proposed, as shown in the figure below. An existing underpass is perpendicular to the roadway at station 20+91.00 (not necessarily under the center of the curve). The top of the underpass is at elevation 407.50 ft. Studies by the ecologists and highway engineers recommend an 8-ft clearance between the roadway and the underpass to make the wildlife underpass usable to the deer population. According to the initial road design, the PVI is located at station 19+00.00 with elevation 420.50 ft. The design speed of the curve is 55 mph, G1 is +3.0%, and G2 is -3.0%.
a. Calculate the minimum length of this curve (L);
b. Determine if the clearance between the vertical curve and the underpass is adequate;
c. If the clearance is not adequate, what modifications to the curve design can be made to increase the clearance (assuming no modifications to the underpass and road grades are non-changeable)? Discuss possible ramifications of making this modification. (Hint: No need to do any calculations. Explain the relationship between curve length, design speed and stopping sight distance).
Transportation Engineering (25 points) As a junior roadway engineer, you have been asked to contr...
Problem 2. (30 points) You are asked to design a vertical curve that connects -4% and +1% grades along a roadway section with a design speed of 65 mi/h. It is determined that the PVI should be located at sta 10+25 and elevation of 175 ft. You are directed to adopt in your design the minimum requir length of curve that satisfies the design speed. Based on these inputs, determine the followi. a) Length of curve; b) Station and elevation...