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Lesson Plan TE-II

Date post: 30-Oct-2014
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References: 1 " A Text-book on Highway Engineering and Airports", S.B. Sehgal and and Co. Publishers Ltd., New Delhi 2 "Principles, prictice and Design of Highway Engineering", S. K. Sharm Publishers Ltd., New Delhi 3 "Highway Engineering" Dr. S. K. Khanna and Dr. C.E.G. Justo, Nem Chan 4 "Highway Engineering" C. A. Flaherty, Edward Arnold (Publishers) Ltd. 5 "Course Manual on Transportation Engineering" P.M. Parajuli, Departme Pulchowk Campus Practical: 1 Determination of CBR value. 2 Measurement of Spot Speed and Data Analysis. 3 Measurement of Deflection of Pavement Surface.
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References:1 " A Text-book on Highway Engineering and Airports", S.B. Sehgal and K. I. Bhanot, S. Chand

and Co. Publishers Ltd., New Delhi2 "Principles, prictice and Design of Highway Engineering", S. K. Sharma, S. Chand and Co.

Publishers Ltd., New Delhi3 "Highway Engineering" Dr. S. K. Khanna and Dr. C.E.G. Justo, Nem Chand & Bros Roorkee (U.P.)4 "Highway Engineering" C. A. Flaherty, Edward Arnold (Publishers) Ltd.5 "Course Manual on Transportation Engineering" P.M. Parajuli, Department of Civil Engineering, IOE

Pulchowk Campus

Practical:1 Determination of CBR value.2 Measurement of Spot Speed and Data Analysis.3 Measurement of Deflection of Pavement Surface.

Subject: Transportation Engineering-II

Year/ Part: IV/I Course Code:CE

Topic: 5.0 Introduction to Bridge and Tunnel Engineering

Week Sub TopicDepth Code

Periods ReferenceSd D F N G De Fv

14 5.1 Choice of Bridge Location Site Y Y Y Y 0.514 5.2 Classification of Bridges and Component Parts of a Bridge Y Y Y 114 5.3 Introduction to River Bank and Protection Structure Y Y Y Y 114 5.4 Types of Road and Railway Tunnels Y Y Y 0.7514 5.5 Component Parts of Tunnel and Tunnel Cross-section Y Y Y 0.7515 5.6 Survey for Tunnel Alignment Y Y 0.7515 5.7 Drainage, Lighting and Ventilation Requirements for Tunnel Y Y Y Y 1.2515 5.8 Introduction to Tunneling in Firm soil, Soft Soil and Rock Y Y Y 1.515 5.9 Tunnel Lining Y Y Y Y 0.5

Model Questions:1. Explain linear waterway, no of spans, vertical clearance and afflux with their importance.2. What are the objectives of lining in tunnel? How dust is controlled and ventilation is achieved in tunneling? Explain also the drainage oftunnel.3. Define bridge. Expalin the requirement of an ideal bridge.4. Explain briefly the methods of tunneling in a soft soil strata.5. Write short notes on

a. Tunnel liningb. River training structuresc. Ideal location for a bridge sited. Ventilation in tunneling

6. Classify the bridges according to their span, loading and material. Draw a neat sketch of the bridge with all of its components.

7. What are the uses of tunnels in road engineering? Discuss the method of tunneling in firm soil.

Subject: Transportation Engineering-II

Year/ Part: IV/I Course Code: CE

Topic: 4.0 Highway Maintenance, Repair, and Rehabilitation

Week Sub TopicDepth Code

Periods ReferenceSd D F N G De Fv

12 4.1 Classification of Maintenece Activities Y Y Y Y 112 4.2 Inspection, Prioritization and Planning of Maintenace Y Y Y Y 1.512 4.3 Evaluation of Pavement Distress and Pavement Condition Y Y Y 1.513 4.4 Types of Road Failure and Its Causes Y Y 113 4.5 Types and Methods of Pavement Repairs Y Y Y 1.513 4.6 Types of Overlays and Strengthing of Existing Pavements Y Y Y 1.5

Model Questions:1. Explain with sketches the typical flexible pavement failures. Describe the operation of sealing of bituminous surfaces.2. How existing pavement can be strengthened? Describe the method of overlay design for flexible pavement.3. Define highway maintenance. Explain the various types of failures in rigid pavements and their causes. Give sketches.4. Expalin the causes of formation of waves and corrugations in flexible pavement.5. Expalin briefly the types of maintenance.6. Differentiate maintenance and rehabilitation. Expalin the types of pavment failure and its causes.7. How bituminous surface roads are maintained? Expalin briefly.

Subject: Transportation Engineering-II

Year/ Part: IV/I Course Code: CE

Topic: 3.0 Road Construction Technology

Week Sub TopicDepth Code

Periods ReferenceSd D F N G De Fv

9 3.1 Activities and Techniques used in Road Construction Y Y Y 0.59 3.2 Tools, Equipments and Plants Used in Road Construction Y Y Y 0.59 3.3 Execution of Earthwork Y Y Y 1.59 3.4 Construction of Low Cost Roads Y Y Y 1.5

10 3.5 Construction of Prime Coat, Tack Coat and Seal Coat Y Y Y 110 3.6 Constuction of Surface Dressing Y Y Y 110 3.7 Construction of Otta-seal Y Y Y 110 3.8 Construction of Grouted or Penetration Macadam Y Y Y 111 3.9 Construction of Different Types of Bituminous Premixes Y Y Y 211 3.10 Construction of Cement Concrete Pavements Y Y Y 2

Model Questions:1. Briefly expalin the construction of earth roads. Describe Mass Haul diagram with its uses.2. What are the materials required, plants and equipments and construction steps for bituminous bound macadam construction?3. Expalin with a neat diagram the characteristics of mass haul diagram , including haul, free haul, over haul, economic haul.4. Discuss the construction procedure of Water Bound Macadam road.5. List out the road construction equipments.6. What are the materials required, plants and equipment and construction steps for bituminous bound macadam construction.7. Expalin the construction procedure of grouted macadam.

Subject: Transportation Engineering-II

Year/ Part: IV/I Course Code: CE

Topic: 2.0 Highway Pavement

Week Sub TopicDepth Code

Periods ReferenceSd D F N G De Fv

6 2.1 Definition and Types of Pavements Y Y Y Y 16 2.2 Differences between Flexible and Rigid Pavement Structure Y Y Y 0.56 2.3 Loads and Other Factors Controlling Pavement Design Y Y Y 2.57 2.4 Design Methods for Flexible Pavement - Road note 29, 31, CBR, Y Y Y Y 2.5

AASTHO7 2.5 Details of Asphalt Institute Method of Design of Flexible Y Y Y 1.50

Pavements8 2.6 Design Methods for Rigid Pavements and Westerguard's Y Y Y Y 1

Theory8 2.7 Stress Due to Load, Temperature Differential and Sub-grade Y Y Y Y 1.5

Friction8 2.8 Details of IRC Method of Design of Rigid Pavements for Y Y Y 1.5

Highways

Model Questions:1. What do you mean by modulus of subgrade reaction in the design of cement concrete pavement?2. Expalin the stresses induced in the rigid pavement slab and also discuss the combination of these stresses.3. Expalin temperature gradient, modulus of subgrade reaction and radius of relative stiffness in design of cement concrete pavement.4. Expalin Burmister's two layer theory of pavement design5. Differentiate between rigid and flexible pavement.6. Expalin factors controlling pavement design.7. Tutorials related with flexible and rigid pavment.

Subject: Transportation Engineering-II

Year/ Part: IV/I Course Code: CE

Topic: 1.0 Traffic Engineering

Week Sub TopicDepth Code

Periods ReferenceSd D F N G De Fv

1 1.1 Introduction and Scope of Traffic Engineering1 1.1.1 Definition of Traffic Engineering Y Y Y 0.51 1.1.2 Scope of Traffic Engineering Y Y Y 0.51 1.1.3 Traffic Characteristics Y Y Y Y 21 1.2 Traffic Studies1 1.2.1 Traffic Volume Studies Y Y Y Y 12 1.2.2 Speed Studies Y Y Y Y Y 12 1.2.3 Origin and Destination Studies Y Y Y Y 0.752 1.2.4 Traffic Flow Characteristics Y Y Y Y 0.52 1.2.5 Traffic Capacity Studies Y Y Y Y Y 0.752 1.2.6 Parking Studies Y Y Y Y 0.52 1.2.7 Accident Studies Y Y Y 0.53 1.3 Traffic Control Devices3 1.3.1 Traffic Signs Y Y Y Y 1.53 1.3.2 Traffic Signals Y Y Y Y Y 2.54 1.3.3 Road Markings Y Y Y Y 0.54 1.3.4 Traffic Islands Y Y Y Y 0.54 1.4 Road Intersections4 1.4.1 Basic Requirements of Intersection Y Y Y 0.254 1.4.2 Types of Intersections and Their Configuration Y Y Y 1.254 1.4.3 Channelized and Unchannelized Intersections Y Y Y Y 1.55 1.4.4 Rotary Intersection Y Y Y Y Y Y 1

5 1.4.5 Grade Seperated Intersections Y Y Y 0.755 1.5 Road Lighting5 1.5.1 Importance of Road Lighting Y Y 0.255 1.5.2 Factors Influencing Night Visibility Y Y 0.755 1.5.3 Requirements of Level of Illumination in Roads Y Y Y Y 1.25

SD - Definition D - Derive F - Figure N - Numerical Fv - Field Visit G - Gaf

Model Questions1. Explain vehicle characteristics. How physical characteristics of driver affects the traffic performance?2. Explain therelationships of speed, flow and density curves. How O & D survey conducted? 3. Explain Human-Vehicle-Environment Operating system.4. What do you mean by rotary intersection? Discuss the IRC design guidelines for the elements of rotary intersection.5. Explain traffic density, space headway, time headway and lane occupancy on the basis of traffic flow characteristics.6. What are the objectives of traffic volume study? How this study is carried out and records presented?7. List different types of grade and grade seperated intersections and draw a full clover leaf intersections with traffic movements.8. Define street lighting. What are the purpose of street lighting? 9. What are the causes of accidents? How is an accident study done and recorded? Draw a collision diagram.10. Differentiate between space mean speed and time mean speed.11. Explain floating car technique.12. Write down the warrants for providing traffic signals at the intersection.13. What are the advantages of one-way traffic movement? Expalin with the help of conflict diagrams.14. Write down the purpose of spot speed measurement. Expalin how you present and analyse the spot speed data.15. A vehicle hits an embankment at a speed estimated by observer as 15kmph. Skids marks of 25m on the pavement (f=0.4) followed by skid marks of 50m on the gravel shoulder approaching the abutment (f=0.5). What was the initial speed of the vehicle?16. The 15 min traffic counts on cross roads E and F during peak hours are observed as 170 and 135 vehicles per lane respectivelyapproaching the intersection in the direction of heavier traffic flow. If the amber time required are 4 and 3 sec respectively for two roads based on approach speeds, design the signal timing by trial cycle method. Assume an average time headway of 2.5 sec during green phase.17. A car travelling at a speed of 32kmph decides to overtake another car infront and accelerates. If the rate of acceleration 'a'is given by dv/dt = (1 - 0.04v), where v is the speed in m/s and t in time in seconds, find

i. How far will the car travelled in 300 secs?ii. What is the acceleration after 300 sec?


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