22302 IMP
	
		
	
		
	
		
 
	
		
	
		
	
		
1. Attempt any FIVE of the following: 10  | 
		
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| (a) State two characteristics of Road Transport. (b) Define Kerb and Right of way. | 
| (c) Define Camber and Super-Elevation." | 
| (d) Define Flakiness Index and Elongation Index. | 
| (e) List various types of curves provided on Hill Roads.** | 
| (1) State the necessity of providing catch water drain in Hill Roads. | 
| (g) State two causes of Landslides.** (H) Frist types of Gradients | 
| () Define: () Road carriageway | 
| (i) Rood shoulder (1) Define: (i) Traffic density | 
| (ii) Traffic volume | 
| (k) State the necessity of Good drainage (2 points). (1) State classification of highway maintenance. | 
| 2. Attempt any THREE of the following: 12 (a) Classify the Roads according to Nagpur Road Plan. ** | 
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| (b) Define Design Speed, Give four factors affecting Design Speed. | 
| (c) Define gradient. Explain types of gradient. (Any Two) (d) state and explain functions of Pavement Components.** (e) Define alignment and state the requirement of an ideal road alignment." | 
| (1) State the necessity of providing extra widening on horizontal curves. | 
| (g) Define | 
| (() stopping Sight Distance (II) Overtaking Sight Distance | 
| 3. Attempt any THREE of the following: 12 | 
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| (a) Explain the construction procedure of Bituminous Rood (b) Explain Softening Point Test on Bitumen with neat sketch." | 
| (c) state different types of Tar used in construction of Road with its suitability. (d) Define Passenger Car unit, Give factors affecting it.⚫ | 
| (e) Explain the procedure for flakiness and elongation test on aggregate. (1) Discuss the merits and demerits of bitumen road/WBM. | 
| (g) State the difference between alignment of hill roads and alignment of plain roads | 
| 4. Attempt any THREE of the following: 12 | 
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| (0) List couses of Accident. Draw Collision diagram for Head-on-Collision. (b) Explain preventive measures that can be taken to avoid Landslides in hilly area. * (c) Draw a typical cross-section of Hill Road and label all component parts. | 
| (d) state the functions of surface drainage and sob-surface drainage.* | 
| (e) Draw a neat sketch (Plan & Section) of Longitudinal drain and Cross drain (1) Draw labelled sketches of side drains along hill roods | 
| (g) Prepare a chart showing schedule of maintenance operation from October to March for bituminous road. | 
| (h) Justify the remedial measures for the following defects in earthen road | 
| (1) Formation of dust during dry weather (ii) Growth of vegetation inside drains & their silting up | 
| 5. Attempt any Two of the following: 12 | 
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| (a) Calculate the stopping Sight Distance for two way traffic in a single Lane Road. The design speed of the Road is 60 kmph. Assume Reaction time of the driver as 2.5 sec and Co-efficient of friction as 0.6. Brake efficiency is 50%. | 
| (b) Draw a neat cross-section of National Highway in Embankment. | 
| (c) state the methods of construction of Cement Concrete Road. Explain any one method. (d) Design the rate of super elevation for a Horizontal Highway curve of radius 500 metres and speed 100 kmph. Assume suitable data. | 
| (e) calculate the design speed of a vehicle on a horizontal curve having radius of 100 m. with permissible super elevation of 7%. Consider Cost of friction 0.18. | 
| (1) state the requirement of good quality material which plays the major role in highway construction. | 
| 6. Attempt any TWO of the following: 12 | 
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| (a) Draw Traffic Signs for | 
| (i) Left Turn Prohibited | 
| (ii) No Parking | 
| (iii) Speed Limit-60 kmph | 
| (iv) Width Limit - 2m | 
| (v) Narrow Bridge (vi) Compulsory Ahead or Turn Right | 
| (b) Explain Rotary Island (Traffic island) / Divisional Island with a neat sketch. | 
| (c) Justify the remedial measures for following defects:** (i) Formation of Potholes in Case of WBM Roads. | 
| (ii) Formation of Ruts in Case of Earthen Roads (I) Bitumen Bleeding in Case of Bituminous Roads. | 
| (d) Describe stepwise construction procedure for water bound macadam roads." (e) Discuss the causes of failure in flexible and rigid pavement. | 
