A-(57.00 m) B-(60.66m) E C-(58.66m) D-(61.66m)
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- The banking angle of a curved road with radius of curvature 47m, for a design speed of 760km / h .An automobile is to be driven up a 5° incline road. Determine the automobiles braking distancefrom 25 m/s if the braking distance at the same 25 m/s speed is 45m when applied on a horizontalplane. Determine the braking distance going down a 3% incline. Assume the braking force isindependent of the slope.Compute the volume between the two stations using using end area applying prismoidal correction. Compute the sideslope of the cross section.
- Given the following vertical curve data: g1 = -1%; g1 = +3%; design speed (V) = 80km/h PVI @ 1+300; Elevation 210.400; Compute the elevations of the BVC, low point, EVC, PVI, and the even 20m stations (K Value from chart is 30). PLEASE USE THE GIVEN TABLES ONLY FOR VALUES.Subject : Transportation engineering Please give me right solution according to the question clearly.. Urgent please A 6% downgrade meets a 3% upgrade at elevation 100m at station 10+000. If the length of the parabolic curve is 160m long, find the stationing of the lowest point of the curve.Design a vertical curve on the two-lane bidirectional bidirectional road connecting the two alignments. Calculate the red elevation at “12+426” on the road route. L min=100m. tr=1 second (driver reaction time), f=0.3 [Given: Vp= 85 km/h, S1km= 12+500 km, SI elevation=235 m, g1=3.9%, g2=-3.4%] NOTE: The slope value will be taken as the ramp down slope to stay on the safe side. NOTE: Do not round any value. Use it as is.
- Determine the minimum length of a vertical curve in a residential street if the grades are –4% and +3%. A design speed of 10 km/h higher than the posted speed limit has been adopted for this road. Consider the most common and desirable assumptions for road design in Australia. Assume stopping sight distance for this road is higher than the length of the vertical curve. Consider passenger car to obtain the height of eye of driver and object height (car tail light). Select one: a. None b. 35 c. 64 d. 81a)A +2% gradient and -3% gradient intersect at a VPI with chainage 800.000m and elevation above datum of 31.000m. Assuming the length of the vertical crest curve is 700.000m, calculate the station value (chainage) of the VPC. Note: Your answer should be provided in units of meters. b)A +2% gradient and -3% gradient intersect at a VPI with chainage 800.000m and elevation above datum of 31.000m. Assuming the length of the vertical crest curve is 700.000m, calculate the station value (chainage) of the VPT. Note: Your answer should be provided in units of meters. c)A +2% gradient and -3% gradient intersect at a VPI with chainage 800.000m and elevation above datum of 31.000m. Assuming the length of the vertical crest curve is 700.000m, calculate the finished level at station value (chainage) 500.000m. Note: Your answer should be provided to THREE decimal places and in units of meters.A +2% gradient and -3% gradient intersect at a VPI with chainage 800.000m and elevation above datum of 31.000m. Assuming the length of the vertical crest curve is 700.000m, calculate the finished level at station value (chainage) 900.000m. answer: decimal places and in units of meters.
- The instrument used was a transit with an internal focusing telescope and a stadia interval factor of 99,Compute: a) DRAW DIAGRAM b) The Elevation at the turning point. c) The elevation at Point B. d) The gradient from A to B if all the stations are in a straight line.A 4 lane divided highway with a 12 feet median has a highway grade of -1.5%. The minor road approach grade is 3.5%. The design speed is 45 mph for the major road and 40 mph for the minor road. Find the right turn departure sight distance for a passenger car taking a right turn from the minor road to the major road. Answer should be in feet.A 4-lane divided highway has a highway grade of -1.5%. The minor road approach grade is 3.5%. The design speed is 45 mph for the major road and 40 mph for the minor road. Find the left turn departure sight distance for a passenger car turning left from the minor road to the major road, The answer should be in feet.