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Transportation Engineering MCQs with Answers & Solutions — Page 2 | Civexa

Subjects / Transportation Engineering / MCQs

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Transportation Engineering MCQs with answers

296 free questions — page 2 of 6. Open one to see the correct answer and the full solution.

Racking force on a steel railway bridge is due toRailway Engineering
Gauge is the distance betweenRailway Engineering
If the average center to center spacing of vehicles is 20 meters, then the basic capacity of a traffic lane at a speed of 50 kmph isTraffic Capacity
When path travelled along a road surface is more than the circumferential movement of the wheels due to rotation, it results inTraffic Engineering
The effect of grade on safe overtaking sight distance isSight Distance
For a constant value of coefficient of lateral friction, the value of required super elevation increases withGeometric Design
If the modulus of sub-grade reaction using 30 cm diameter plate is 16 kg/cm², then the value of the same using the standard plate of 75 cm diameter isPavement Design
Pick up the incorrect statement from the following:Airport Engineering
While taking the stopping sight distance into consideration, when L > SSD, then the general equation for length L of the parabolic curve is :Sight Distance
For a street having 15 m width, what is the spacing between lighting units to produce average lux of 6·0 ? (Take lamp size as 6000 lumen, coefficient…Traffic Engineering
Match the following lists with corresponding acceptability limits of physical properties of aggregates for Bituminous Macadam construction, that is…Highway Materials
Which one of the following statements is correct regarding Marshall test ?Highway Materials
In Indian Railways, the widening of the gauge (extra width) on curves is :Railway Engineering
What is the approximate psychological widening required for a pavement of 7 m on a horizontal curve of radius 225 m, if the longest wheel base of…Geometric Design
As per IRC guidelines, match the following lists : List-I: P. Initial walking time for pedestrian Q. Green time required for first vehicle to cross…Traffic Signal Design
What is the capacity of the road section, if speed (V) – density (K) study has resulted in a linear relationship V = 60 – 0·5K ?Traffic Flow Characteristics
For the spot speed study distribution, x: N[55, 49], what is the speed of the next vehicle with a probability of 97·5% ? (Take equivalent static on…Traffic Engineering
Select the correct order of steps in travel demand modelling :Transportation Planning
In Indian Railways, the field survey normally covers a width of :Railway Engineering
Consider the length of the curve as L and radius of the curve as R. For a transition curve, the shift S of a circular curve is :Geometric Design
A parabola is preferred for vertical curves because :Geometric Design
When a cable is passed over a pulley on the pier and is stayed at the back, the pier will be subjected to net horizontal force which is given by…Bridge Engineering
Which one of the following is applicable in case of analysis of portal bracing?Bridge Engineering
If the centrifugal ratio is given and comfort conditions hold good, the length of transition curve L for roads will be (where R is radius.)Geometric Design
Which one of the following is an advantage for providing the transition curve on a road?Geometric Design
A transition curve should satisfy which of the following conditions? 1. It should meet the straight line part of the road tangentially 2. The length…Geometric Design
The total length L of valley transition curve for comfort condition is (where N is deviation angle, v is design speed and C is allowable rate of…Geometric Design
For a roadway of 100 km/hr design speed, if the maximum allowable superelevation rate is 0·12 and the maximum friction coefficient is 0·12, the…Geometric Design
In the CBR method of pavement design, the mixed commercial vehicles with different axle loads are to be converted in terms of the cumulative number…Pavement Design
In a district where the rainfall is heavy, a major district road of WBM pavement, 3·8 m wide, is to be constructed. The height of the crown with…Geometric Design
If a crossover occurs between two MG parallel tracks of same crossing number 1 in 12 with straight intermediate portion between the reverse curves…Railway Engineering
Which of the following is/are the correct reason(s) to provide the gradient on the railway track? 1. To provide moderate rise or fall 2. To reach the…Railway Engineering
An exit taxiway for an airport is to be designed. If the turnoff speed is 80 kmph and the coefficient of friction between tire and pavement surface…Airport Engineering
Which of the following is/are the correct characteristic(s) of an ideal elastic fastening? 1. It should be able to maintain correct and uniform gauge…Railway Engineering
Which of the following equipments are used for track recording by Indian Railways? 1. Track recording trolley 2. Track recording car 3. Rail-flaw…Railway Engineering
Which one of the following is an important point for an efficient airport vehicular circulation and parking system?Airport Engineering
The suitability of an area, as a site for airport terminal building development, is evolved in accordance withAirport Engineering
As per IRC: SP: 84, the annual growth rate of commercial vehicles shall be taken to be a minimum of _______ percent.Pavement Design
The steel used for manufacture of rails isRailway Engineering
In a signal design as per the Indian Road Congress specifications, the sum of the ratios of normal flows to saturation flows of two directional…Traffic Signal Design
The speed of overtaking and overtaken vehicles are 20 m/s and 10 m/s respectively. The time taken in overtaking operation is 8 sec. The reaction time…Sight Distance
The speed of overtaking vehicle on a two-way road is 27.0 m/s. The time taken in overtaking operation is 6 sec. The reaction time for overtaking is…Sight Distance
The speed of overtaking and overtaken vehicles are 26 m/s and 10 m/s respectively. The time taken in overtaking operation is 8 sec. The reaction time…Sight Distance
Calculate the extra widening required on a two-lane road having a horizontal curve of radius 100 m if the longest wheel base of vehicle expected on…Geometric Design
The capacity flow (per lane) was 3200 vehicles/hour. The free mean speed on a roadway is 80 kmph. Estimate the average spacing between the vehicles…Traffic Flow Characteristics
The allowable rate of introduction of superelevation (pavement rotated about inner edge) is 1 in 60. The extra widening required at the curve is 1.0…Geometric Design
A vertical summit curve is formed by n1 = + 2.5% and n2 = – 2.5%. The available stopping sight distance is 120 m. Calculate the length of summit…Sight Distance
The values of warping stress coefficient Cx and Cy are 0.8 and 0.5 respectively. The modulus of elasticity of concrete is 3 × 10⁵ kg/cm². Assume…Pavement Design
The unit weight of the concrete is 2500 kg/m³. The allowable stress in tension in cement concrete is 0.8 kg/cm². The coefficient of friction is 1.5.…Pavement Design
The values of warping stress coefficient Cx and Cy are 0.87 and 0.72 respectively. The modulus of elasticity of concrete is 3 × 10⁵ kg/cm². Assume…Pavement Design

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