Highway Engineering: Road Design and Cross Sections
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Questions and Answers

What is the unevenness index a measure of?

  • The cumulative measure of vertical undulations of the pavement surface recorded per unit horizontal length of the road. (correct)
  • The cumulative measure of horizontal undulations of the pavement surface recorded per unit vertical length of the road.
  • The average depth of potholes on the road surface.
  • The total area of cracks present on the road surface.

Which unevenness index value indicates a road is considered to be in 'Good' condition?

  • Less than 1500 mm/km (correct)
  • Greater than 3200 mm/km
  • Between 2500 and 3200 mm/km
  • Less than 2500 mm/km

What is a disadvantage of white roads?

  • Causes glare during the daytime (correct)
  • Poor visibility at night
  • Low durability
  • High construction cost

Why should the pavement surface be impermeable?

<p>To prevent seepage of water into the pavement layers (A)</p> Signup and view all the answers

What is considered the main enemy of pavement?

<p>Water (B)</p> Signup and view all the answers

What is the main purpose of providing camber on a road surface?

<p>To facilitate drainage of rainwater (D)</p> Signup and view all the answers

In what unit is camber typically measured?

<p>Percentage or 1 in 'n' (D)</p> Signup and view all the answers

Which type of road surface requires the highest camber in heavy rainfall conditions, according to IRC values?

<p>Earthen (D)</p> Signup and view all the answers

What are the key objectives of providing camber on roads?

<p>Surface protection, sub-grade protection, and quick drying of pavement (B)</p> Signup and view all the answers

Which mathematical formula represents a parabolic camber?

<p>$y = 2x^2n/w$ (B)</p> Signup and view all the answers

What is the primary focus of highway geometric design?

<p>The determination of layout and visible features of a highway. (B)</p> Signup and view all the answers

Which of the following is a key factor influencing highway geometric design?

<p>The topography of the area. (D)</p> Signup and view all the answers

What is a principal element of a highway cross section?

<p>Shoulders (B)</p> Signup and view all the answers

Which of the following could be considered a marginal element in a highway cross section?

<p>Guard rails (D)</p> Signup and view all the answers

In a typical multilane highway cross section, what separates opposing directions of traffic?

<p>A median (D)</p> Signup and view all the answers

Which of the following is included in the typical cross section of a two-lane highway?

<p>Lanes (B)</p> Signup and view all the answers

What contributes to the life of the pavement and ride comfort?

<p>Cross-section of the pavement (D)</p> Signup and view all the answers

For what traffic flows should roadway facilities be designed?

<p>Slightly lower than peak traffic flows (A)</p> Signup and view all the answers

What is the primary purpose of a shoulder on a pavement cross-section?

<p>To provide lateral support to the pavement structure (B)</p> Signup and view all the answers

What is the typical width range for shoulders on minor roads?

<p>0.6 m (D)</p> Signup and view all the answers

What width range for shoulders may be considered for low-volume highways?

<p>1.80-2.40m (D)</p> Signup and view all the answers

Which of the following is NOT a function of road shoulders?

<p>Dividing lanes of traffic with a physical barrier (A)</p> Signup and view all the answers

What is the term used to define the borders of the right of way?

<p>Margin (D)</p> Signup and view all the answers

Which of the following is typically found in a rural road cross-section?

<p>Drainage ditch (B)</p> Signup and view all the answers

What is a key difference between urban and rural road cross-sections, based on the provided information?

<p>Urban roads typically include sidewalks. (B)</p> Signup and view all the answers

Which characteristic of pavement is NOT mentioned as important for safe driving?

<p>Color of the pavement (C)</p> Signup and view all the answers

What is a direct impact of friction between a vehicle's wheels and the pavement surface?

<p>Safe operating speed on horizontal curves (D)</p> Signup and view all the answers

Which of the following best describes 'skidding'?

<p>Wheel skid without revolving. (A)</p> Signup and view all the answers

What is the typical range of travel lane widths?

<p>2.75m to 3.75m (A)</p> Signup and view all the answers

What is the maximum permissible width of a vehicle?

<p>2.44m (C)</p> Signup and view all the answers

Why is side clearance important for travel lanes?

<p>It improves operating speed and safety. (C)</p> Signup and view all the answers

What is the recommended lane width for multilane highways in Iraq?

<p>3.75m (A)</p> Signup and view all the answers

What is the primary function of guard rails?

<p>To prevent vehicles from leaving the roadway (D)</p> Signup and view all the answers

According to the information provided, what happens when pavement surfaces are less than 6.75m wide regarding large trucks?

<p>The crash rates for large trucks tend to increase. (C)</p> Signup and view all the answers

What is the minimum lane width required for a single lane road, according to the content?

<p>3.75 m (B)</p> Signup and view all the answers

At what embankment height are guard rails typically installed?

<p>Higher than 2.4m (B)</p> Signup and view all the answers

What side clearance is needed on either side of a two-lane road?

<p>0.53m (A)</p> Signup and view all the answers

What shapes are commonly used for guard rails?

<p>W beam and the box beam (D)</p> Signup and view all the answers

When lane width is reduced from 3.65m, what happens to a highways capacity?

<p>The capacity of a highway significantly decreases. (D)</p> Signup and view all the answers

In what type of area are sidewalks commonly provided?

<p>Urban areas (B)</p> Signup and view all the answers

What is the minimum clear width recommended for sidewalks in residential areas?

<p>1.25 m (C)</p> Signup and view all the answers

What minimum lane width is required for each lane on a two-lane road?

<p>3.5m (C)</p> Signup and view all the answers

According to AASHTO(American Association of State Highway and Transportation Officials) what aspect does table 1 represent?

<p>Minimum width of travelled way for specified design volume lanes. (B)</p> Signup and view all the answers

What is the primary purpose of a median on a divided highway?

<p>To separate lanes of traffic moving in opposite directions (A)</p> Signup and view all the answers

What is the width of a median defined as?

<p>The distance between the edges of the inside lanes, including the median shoulders (D)</p> Signup and view all the answers

Which of the following is a function of a median?

<p>Separating opposing traffic (B)</p> Signup and view all the answers

What is the purpose of curbstone on urban highways?

<p>To delineate pavement edges and pedestrian walkways (D)</p> Signup and view all the answers

Besides delineating pavement edges, what is another function of curbs?

<p>Controlling drainage (D)</p> Signup and view all the answers

What is the primary function of low or mountable kerbs?

<p>To encourage traffic to stay in lanes while allowing shoulder access. (D)</p> Signup and view all the answers

In what type of area are semi-barrier kerbs most likely to be used?

<p>Areas with high pedestrian traffic to discourage vehicles from leaving the pavement. (B)</p> Signup and view all the answers

Where are submerged kerbs typically used?

<p>Rural roads, between the pavement and shoulders. (C)</p> Signup and view all the answers

What is the main purpose of gutters in highway design?

<p>To serve as the primary drainage system for the highway. (C)</p> Signup and view all the answers

What is a typical cross slope percentage for gutters?

<p>5 to 8 percent (B)</p> Signup and view all the answers

What is the primary reason for providing side slopes on embankments and fills?

<p>To provide stability for earthworks vehicles (A)</p> Signup and view all the answers

What is the purpose of a recovery area on a road?

<p>A safety feature for out-of-control vehicles to regain control (B)</p> Signup and view all the answers

For a cut height of 2 meters in rolling terrain, what side slope is typically recommended?

<p>4:1 (D)</p> Signup and view all the answers

What should be considered when slopes would be steeper than 1:2?

<p>Using retaining walls (A)</p> Signup and view all the answers

What is the 'right of way' in the context of highway construction?

<p>The total land area acquired for the construction of a highway (A)</p> Signup and view all the answers

Why is extra land purchased beyond the initial roadway during right-of-way acquisition?

<p>To allow for future highway expansion (A)</p> Signup and view all the answers

What is the typical width of the right of way for a 2-lane road?

<p>150 ft (45 m) (A)</p> Signup and view all the answers

Which roadside region connects the traffic lane/shoulder to the backslope?

<p>Foreslope (B)</p> Signup and view all the answers

Flashcards

Unevenness Index

Cumulative measure of vertical undulations of a pavement surface per unit horizontal length.

Effects of Unevenness

Affect operating cost, speed, riding comfort, safety, fuel consumption, and tire wear.

White Roads

Roads appear bright at night but create glare during the day.

Black Roads

Roads that offer no glare during the day but poor visibility at night.

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Pavement Drainage Importance

Prevent water from seeping into pavement layers and ensure quick water drainage.

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What is Camber?

Cross slope to raise the road's middle for water drainage.

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Objectives of Camber

Surface protection, sub-grade protection, and quick drying for safety.

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IRC Camber Values

Concrete/Bituminous: 2% (Heavy Rain), 1.7% (Light Rain). Gravel/WBM: 3% (Heavy), 2.5% (Light). Earthen: 4% (Heavy), 3% (Light).

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Parabolic Camber

Uses the formula y=2x^2n/w, curve sloping down from the center.

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Straight Line Camber

Flat slope from center to edges.

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Rural Road

Road with two traffic lanes, side shoulders, and a drainage ditch.

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Urban Road

Road with two traffic lanes, inner and outer shoulders, and sidewalks.

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Pavement Friction

Force resisting motion between a tire and the road surface.

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Skidding

Loss of traction where a wheel stops rotating while the vehicle is still moving.

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Slipping

Loss of traction where a wheel rotates more than the vehicle's movement.

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Highway Geometric Design

The layout and visible features of a highway, designed for safety, comfort, and efficiency.

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Pavement Shoulder

Area contiguous with the traveled lane for vehicles to stop and to provide lateral support to the pavement structure.

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Design Speed

The speed used to determine highway design elements.

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Typical Shoulder Width

Ranges from 0.6m on minor roads to 3.65m on major arterials.

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Volume and Capacity Factors

Traffic volume and capacity affect the number of lanes and road size.

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Shoulder Width for Low-Volume Highways

1.80-2.40m

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Environmental Factors

Elements like landscaping and noise reduction that impact highway design.

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Cross-Section Elements

Travel lanes, shoulders, and medians that make up the road's structure.

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Functions of Shoulders

Accommodation of stopped vehicles, emergency use and lateral support for the pavement.

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Shoulder Use Cases

Shoulders provide space for disabled vehicles, bus stops, and emergency use.

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Marginal Elements

Roadside barriers, kerbs, gutters, guard rails, sidewalks, and side slopes, alongside primary travel lanes.

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Median

The central dividing area between opposing lanes of traffic on a multilane highway.

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Side Slope

The sloped sides alongside the road that provide stability and drainage.

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Median Width

Distance between the edges of the inside lanes, including shoulders.

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Functions of a Median

Recovery, separation, stopping, storage, refuge, glare reduction.

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Curb

Raised structures that delineate pavement edges and walkways.

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Functions of Curbs

Drainage control, delineation, aesthetics, right-of-way reduction.

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Mountable Kerbs

Encourage traffic to stay in lanes and allow easy shoulder access.

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Semi-Barrier Kerbs

Discourage vehicles from leaving the pavement where pedestrian traffic is high.

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Submerged Kerbs

Provide lateral confinement and stability to pavement edges on rural roads.

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Gutters (Drainage)

Located beside kerbs, these provide primary highway drainage, sloped 5-8% with varying widths.

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Gutter Function

Channels on the pavement side of a curb for highway drainage.

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Traffic Lane

The portion of the roadway designated for a single line of vehicles.

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Typical Travel Lane Widths

Widths typically range from 2.75m to 3.75m.

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Pavement Width Impact

At pavement widths less than 6.75m, crash rates for large trucks tend to increase.

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Maximum Vehicle Width

The maximum permissible width is 2.44m.

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Side Clearance

The desired space between a vehicle and the edge of the lane.

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Desirable Single-Lane Clearance

A value of 0.68m is ideal for single-lane traffic.

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Minimum Single Lane Width

About 3.75 m is needed for each lane.

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Two-Lane Road Minimum

About 3.5m is required for Each Lane

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Lane Width (Iraq Highways)

In Iraq, it is generally 3.75m.

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Clear Distance

0.53m on each side of vehicle.

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What are Guard Rails?

Longitudinal barriers preventing vehicles from leaving the road, especially on curves or high fills.

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Where are guard rails installed?

Embankments higher than 2.4m and shoulder slopes greater than 4:1.

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Common Guard Rail Shapes

W beam and box beam.

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Where are Sidewalks typically provided?

Roads in urban areas with high pedestrian traffic, or along main/high-speed roads.

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Where are Cycle Tracks provided?

Urban areas with high cycle volume; minimum 2-meter width, plus 1 meter per additional track.

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Roadside Regions

Critical roadside areas that reduce potential for loss of vehicle control.

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Right of Way

Total land acquired for highway construction.

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Right of Way Width

Sufficient width to fit all highway elements and possible widening.

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Side Slope Purpose

Recovery area and vehicle stability on embankments and fills.

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Foreslope Definition

Connects hinge point to toe of slope as a sloped area adjacent to road.

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Retaining Walls

Where side slopes are so steep that an engineered solution is required for stability.

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Hinge Point

Area between the edge of the shoulder or traveled way and the start of the foreslope.

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Study Notes

3.Side Slope

  • Side slopes are constructed on embankments and fills to give stability for earthworks
  • Serve as a safety feature by providing a recovery area for vehicles that run off the road.
  • Three significant regions of roadside are hinge point, fore slope, and toe of the slope.
  • The roadside slopes reduce the potential for loss of control of the vehicle
  • Retaining walls should be considered where slopes would be steeper than 1:2, in filling or cutting is called side slope, which imparts stability to the earthwork.

Guide for earth slope design:

  • Height of Cut or Fill (in m) and Earth Slope for Type of Terrain
  • Flat or Rolling, Earth Slope is 6:1, 4:1, 4:1, 2:1, 2:1
  • Moderately Steep, Earth Slope is 6:1, 4:1, 2:1, 2:1, 1.75:1
  • Steep, Earth Slope is 4:1, 2.5:1, 2:1, 2:1, 1.75:1
  • Height interval 0-1.2, 1.2-3, 3-4.5, 4.5-6, over 6 m

4.Right of Way

  • It is the total land area acquired for the construction of a highway.
  • Sufficient width should be purchased to accommodate all the elements of the highway cross section, any planned widening, and public utility facilities.
  • Sometimes, rights of way are left vacant for future highway expansion.
  • Right of way requirements for area are as follows:
  • For 2 lane road = 150 ft (45 m) width of area.
  • For 4 lane road = 250 ft (75 m) width of area.
  • For 8 lane road = 300 ft (90 m) width of area.
  • For Iraqi Expressway No One, a right of way width of 260 m has been provided, which included service roads.

2. Guard Rails

  • Guard rails are Longitudinal barriers placed on the outside of sharp curves and at sections with high fills
  • Primarily prevent vehicles from leaving the roadway.
  • Installed at embankments higher than 2.4m and when shoulder slopes are greater than 4:1.
  • Shapes commonly include the W beam and the box beam

Other elements

  • Sidewalks are usually provided on roads in urban areas, but are uncommon in rural areas
    • Generally, sidewalks should be provided when pedestrian traffic is high along main or high-speed urban areas.
    • Sidewalks should have a minimum clear width of 1.25 m in residential areas and 2.5 m in commercial areas.
  • Cycle tracks are provided in urban areas when the volume of cycle tracks is high, minimum width of 2 meter is required, which may be increased by 1 meter for every additional track.

1.6 :Medians

  • The median separates lanes in opposing directions on a divided highway.
  • Median width is the distance between the edges of the inside lanes of two adjacent roadways.
  • Medians can be physical or painted separations, ranging from 1.2m to 24m or more sometimes.
  • Functions of medians include:
  • Providing a recovery area
  • Separating opposing traffic
  • Providing stopping areas during emergencies.
  • Providing storage for left-turning and U-turning vehicles.
  • Providing refuge for pedestrians
  • Reducing the effect of headlight glare.
  • Medians can be raised, flush, or depressed.

1.6 : Curbstone

  • Curbs are raised structures, made of either Portland cement concrete or bituminous concrete, used on urban highways to delineate pavement edges and pedestrian walkways
  • Curbs are also used to control drainage, improve aesthetics, and reduce right of way.
  • Classified as either vertical or sloping indicating the boundary between the carriageway and the shoulder or islands or footpaths

Functions of curbs

  • Drainage Control
  • Roadway edge delineation
  • Enhanced appearance
  • Right of Way reduction
  • Delineation of pedestrian walkways
  • Reduction of maintenance operation

1.5: Shoulders

  • Shoulders of a pavement cross section is contiguous with the traveled lane and provides an area for vehicles to stop when necessary.
  • Shoulder surfaces ranges from 0.6m on minor roads to a maximum of 3.65m on major arterials
  • Minimum shoulder width of 1.80-2.40m may be considered for low- volume highways.
  • Asphalt and concrete surfaced shoulders should be sloped from2% to 6%; aggregate and untreated granular shoulders from 4% to 6%
  • Graded and usable Sloped shoulders
  • Functions of shoulders
  • Accommodation of stopped vehicles (disabled vehicles, bus stops)
  • Lateral support for the pavement
  • Space for roadside facilities and bicycles, pedestrians and the vehicle
  • Emergency Use
  • Driving comfort (freedom from strain)
  • Improvement In sight distance and capacity.

1.2: Pavement Surface Characteristics

  • Pavement surface characteristics are important for safe and comfortable driving.
  • Friction between the wheels and the pavement surface and drainage to water of the top of pavement influence horizontal curves the acceleration and deceleration ability of vehicles.

1.2.1: Friction

  • Lack of adequate friction can cause skidding or slipping

Factors which affect friction coefficients

  • Type Of Road Surface eg asphalt, concrete, or earth can determine roughness.
  • Pavement condition with muddy, wet, or dry conditions can impact safe travel.
  • Condition of tires through wear, new construction, or being old/dry can impact friction.
  • Break efficiency
  • Load on tires
  • Tire pressure
  • Temperture of tires and pavement
  • Speed Of the vehicle
  • Type Of the skid

Skid and slip

  • Skidding is wheel skid without revolving
  • Slipping is opposite skidding. In slip distance traveled by wheel less than normal

1.4: Width of Travel Lanes

  • One lane width pavement dimensions depend on the width of the vehicle and the clearance.

  • Traffic lane width improves operating speed and safety with adequate clearance.

  • The traffic lanes are mostly in the range of 2.75m up to 3.75m.

  • Two lane, two way rural road widths are 3m or 3.65m wide for both lanes.

  • For lane widths less than 6.75m, the rate of crashing increases with the increasing size of trucks.

  • Lane clearance is at 0.68m

  • Minimum lane width for a single lane road is 3.75m

  • Clearance required for a single lane road is 0.53 and 1.06m for each lane.

  • In Iraq, standard lanes are generally 3.75m for multilane highways.

  • Side travel Lanes require 3.6m of clearance as suggested by the AASHTO Green Book

  • Number of travellanes in both directions is generally equal

Highway Geometric Design Control

  • Geometric design is the determination of layout and features to ensure safety, comfort, and efficiency.
  • Highway geometric designs are affected by these factors such as:
  • Topography
  • Design speed
  • Traffic factors
  • Volume and capacity factors
  • Environmental factors
  • Restrictions and others related

Elements of road design

  • Cross-section elements are the travel lanes, shoulders, and medians.
  • Marginal elements include roadside barriers, curbs, gutters, guard rails, sidewalks, and side slopes.
  • Features of the cross-section influence payment life, riding comfort, and safety

1.3: Camber

  • Camber is cross slope to raise middle of the road for water drainage
  • Measurement is in n in N% EG, 1 in 50 or 2%

Objectives of camber

  • Surface protection for gravel, and bituminous roads
  • Sub-grade protection for proper drainage.
  • Quick drying of pavement.
  • IRC suggests various dimensions, depending on rain-cover requirements
  • Concrete /Bituminous with 2% during heavy rain and 1.7% for light rain.
  • Gravel/WBM with 3% during heavy rain and 2.5% during light rain.
  • Earthen with 4% during heavy rain and 3% during light rain.
  • Formula of camber is straight, parabolic and compound, including both shapes.

1.2.2: Unevenness

  • Roads with high-quality pavers will develop unevenness later.
  • Even a road can be developed with high-quality pavers and is possible to develop unevenness due to pavement failures. Affects vehicle operating costs, speed, riding comfort, safety, fuel consumption, and wear and tear of tires
  • Pavement unevenness measures cumulative measure of vertical undulations.

Pavement Unevenness Chart (mm/km)

  • An unevenness index value between 0-1500 is excellent
  • 1500-2500 is satisfactory.
  • 2500-3200 is bad/uncomfortable with speed over 55 kmph

1.2.3: Light of reflection

  • White roads have good visibility at night with proper glares during the daytime.
  • Black Roads has No glare anytime but poor visibility at night.
  • Concrete roads has less visibility and less Glare.

1.2.4 Drainage

  • Pavement surface cannot be impermeable and water cannot steep in
  • Geometry and texture of pavement drains all water from its surface
  • Drains are on both sides of pavement. Remember, pavement's main enemy is water.

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Description

This quiz covers key concepts in highway engineering, focusing on road design elements such as unevenness index, pavement properties, camber, and geometric design. It explores the purpose of various design features and factors influencing highway construction and maintenance.

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