Determine the impact factor for a highway curve having a radius of 1,997 ft and maximum design speed of 56 kph. Express your answer in 4 decimal places.
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Determine the impact factor for a highway curve having a radius of 1,997 ft and maximum design speed of 56 kph. Express your answer in 4 decimal places.
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- What is the intersection sight distance (ft) needed at a yield controlled intersection for a passenger car to turn left onto a 2-way, 2-lane road with a design speed of 50 mph? [round to the nearest foot] Response Feedback: ISD=1.47V major gWhat is the intersection sight distance (ft) needed at a yield controlled intersection for a passenger car to turn right onto a 2-way, 2-lane road with a design speed of 50 mph? [round to the nearest foot] Response Feedback: ISD=1.47V major gThe freeway speed for a 40 foot long vehicle that spends 1.5 seconds occupying a 6 foot radius, approximately circular loop is .... ...... 34.7 ft/sec 27ft /sec 22 ft/sec O 30 ft/sec
- 12. The stopping sight distance of a vehicle is 295 meters. Given that the acceleration of the vehicle is 3.45 m/s2 and travelling at a maximum grade of -3.5%, determine the following: a. Velocity of the vehicle in miles per hour. ; b. Reaction distance in yards.The stopping sight distance of a vehicle is 295 meters. Given that the acceleration of the vehicle is 3.45 m/s2 and travelling at a maximum grade of -3.5%, determine the following: a. Velocity of the vehicle in km/h b. Reaction distance in meters c. Braking distance in ft. Provide solution asap upvote guaranteed!Question 29 Determine the impact factor for a highway curve having a radius of 1,694 ft and maximum design speed of 51 kph. Express your answer in 4 decimal places.
- Subject : Transportation engineering Read the question carefully and give me clear solution. Remember given question is related to vertical curve not the horizontal curve. Compute the minimum length of vertical curve that will provide 190 m stopping sight distance for a design speed of 100 km/h at the intersection of a - 2.60% grade and a -2.40% grade.What is the intersection sight distance (m) needed at a stop controlled intersection for a passenger car to turn left onto a 2-way, 2-lane road with a design speed of 90 km/h? [round to the nearest meter] Response Feedback: ISD=0.278V t major gWhat is the SSD of a driver/vehicle traveling at 40 mph along a 5% uphill? Assume general braking Select one: a. 282 ft. O b. 163 ft. O c. 505 ft. O d. 326 ft.
- for the utility in problem 8-3, will the utility pole be located too close to the road if it is on the outside of a horizontal curve with a radius of 2,000 f?O A- Given a rural highway in mountainous terrain. A min. design speed 40 mi/hr. Determined the min. radius of horizontal curvature. (Make any necessary suitable assumption).you are a Highway Engineer and you have to design a road with a horizontal curve, how much super-elevation would you provide for a curve of radius 40 meter and design speed of 60 Kmph. If you cant provide max super-elevation what other checks or remedies would you provide?