Podcast
Questions and Answers
The cross section of a typical highway has a latitude of variables to consider such as the volume of traffic and the character of the ______.
The cross section of a typical highway has a latitude of variables to consider such as the volume of traffic and the character of the ______.
traffic
A 7.20 meters wide pavement has 18% less accident records compared with pavement narrower than ______ m wide.
A 7.20 meters wide pavement has 18% less accident records compared with pavement narrower than ______ m wide.
5.50
According to accident records, there was no difference between the ______ meters and the 7.20 meters wide pavement.
According to accident records, there was no difference between the ______ meters and the 7.20 meters wide pavement.
6.60
For the 6.00 m, 6.60 m, and 7.20 meters wide pavement with 2.70 to 3.00 m wide shoulder, recorded accident decreases by ______% compared to 0 to 0.60 m wide shoulder.
For the 6.00 m, 6.60 m, and 7.20 meters wide pavement with 2.70 to 3.00 m wide shoulder, recorded accident decreases by ______% compared to 0 to 0.60 m wide shoulder.
The method of plotting the existing cross section is used for the purpose of obtaining quantities such as volumes for cut or ______.
The method of plotting the existing cross section is used for the purpose of obtaining quantities such as volumes for cut or ______.
The procedure involves staking the centerline, then elevations are obtained at strategic points on the right angle to the ______.
The procedure involves staking the centerline, then elevations are obtained at strategic points on the right angle to the ______.
A cross section design generally offers the expected level of service for ______.
A cross section design generally offers the expected level of service for ______.
Super elevation is an important consideration in the geometric design for ______ and railways.
Super elevation is an important consideration in the geometric design for ______ and railways.
The minimum sight distance available on a highway is called ______.
The minimum sight distance available on a highway is called ______.
The height of the driver’s eye above the road surface is typically ______ meters.
The height of the driver’s eye above the road surface is typically ______ meters.
In sight distance calculations, the height of the object above the road surface is generally ______ meters.
In sight distance calculations, the height of the object above the road surface is generally ______ meters.
Factors that affect sight distance include the total reaction time of the driver and the ______ of the vehicle.
Factors that affect sight distance include the total reaction time of the driver and the ______ of the vehicle.
The time taken from when an object is seen to when the brake is applied is known as the total ______ time.
The time taken from when an object is seen to when the brake is applied is known as the total ______ time.
The two parts of total reaction time are perception time and brake ______ time.
The two parts of total reaction time are perception time and brake ______ time.
The height of the driver’s eye is considered while measuring sight distance to prevent ______ with obstructions.
The height of the driver’s eye is considered while measuring sight distance to prevent ______ with obstructions.
A slope of 2.5:1 refers to the side ______ of a roadway.
A slope of 2.5:1 refers to the side ______ of a roadway.
The prismoidal formula for volume is given by 𝑽𝑷 = 𝟔 [𝑨𝟏 + 𝟒𝑨𝒎 + 𝑨𝟐], where 𝑨𝟏, 𝑨𝒎, and 𝑨𝟐 represent different areas and 𝑉 stands for ______.
The prismoidal formula for volume is given by 𝑽𝑷 = 𝟔 [𝑨𝟏 + 𝟒𝑨𝒎 + 𝑨𝟐], where 𝑨𝟏, 𝑨𝒎, and 𝑨𝟐 represent different areas and 𝑉 stands for ______.
To find the volume with prismoidal correction, we use the formula 𝑽𝑪 = (𝑪𝟏 - 𝑪𝟐) (𝑫𝟏 - 𝑫𝟐) / ______.
To find the volume with prismoidal correction, we use the formula 𝑽𝑪 = (𝑪𝟏 - 𝑪𝟐) (𝑫𝟏 - 𝑫𝟐) / ______.
In Example #1, the trench was found to be 4.8m wide and ______ deep at Station 5+420.
In Example #1, the trench was found to be 4.8m wide and ______ deep at Station 5+420.
At Station 20+200, the left value is 6.60, the center value is 0, and the right value is ______.
At Station 20+200, the left value is 6.60, the center value is 0, and the right value is ______.
In the example involving a cross-sectional area, the given area was 13.1625 m2 with a side slope of 1.5:1 and a road width of ______.
In the example involving a cross-sectional area, the given area was 13.1625 m2 with a side slope of 1.5:1 and a road width of ______.
In the example #2, the area at station B was to be determined if the total area is ______.
In the example #2, the area at station B was to be determined if the total area is ______.
The formula used for the END – AREA METHOD is 𝑽𝐸 = ______.
The formula used for the END – AREA METHOD is 𝑽𝐸 = ______.
The rectangular trench example shows measurements at Sta. 5+420 and Sta. 5+450, highlighting a change in width from ______ to 5.20m.
The rectangular trench example shows measurements at Sta. 5+420 and Sta. 5+450, highlighting a change in width from ______ to 5.20m.
The initial grade of the vertical curve is [-3.2%] and the final grade is ______.
The initial grade of the vertical curve is [-3.2%] and the final grade is ______.
The height of the obstruction mentioned is ______ centimeters.
The height of the obstruction mentioned is ______ centimeters.
The stopping sight distance required for the design is ______ meters.
The stopping sight distance required for the design is ______ meters.
The average height of headlights of vehicles that will pass through the road is ______ centimeters.
The average height of headlights of vehicles that will pass through the road is ______ centimeters.
The term for the minimum distance needed for a safe overtaking maneuver is ______ sight distance.
The term for the minimum distance needed for a safe overtaking maneuver is ______ sight distance.
When overtaking, the vehicle occupies the ______ lane.
When overtaking, the vehicle occupies the ______ lane.
The safest sight distance for entering an uncontrolled intersection is referred to as ______ sight distance.
The safest sight distance for entering an uncontrolled intersection is referred to as ______ sight distance.
In rural areas, the guideline considers the ______ where the road is being constructed.
In rural areas, the guideline considers the ______ where the road is being constructed.
The corner sight distance available in an intersection allows a driver to observe the actions of vehicles on the crossing ______.
The corner sight distance available in an intersection allows a driver to observe the actions of vehicles on the crossing ______.
Evaluations involve establishing the needed sight ______ in each quadrant.
Evaluations involve establishing the needed sight ______ in each quadrant.
A clear sight triangle must be free of sight ______ such as buildings, vehicles, and trees.
A clear sight triangle must be free of sight ______ such as buildings, vehicles, and trees.
The coefficient of friction between the tires and the road is ______.
The coefficient of friction between the tires and the road is ______.
To avoid a head-on collision, the minimum sight distance must be calculated based on the speeds of two cars approaching at ______ kph and 60 kph.
To avoid a head-on collision, the minimum sight distance must be calculated based on the speeds of two cars approaching at ______ kph and 60 kph.
The minimum length of a crest vertical curve must provide a stopping sight distance of ______ m.
The minimum length of a crest vertical curve must provide a stopping sight distance of ______ m.
Assume eye-height of ______ m and object height of 0.15 m for the calculations.
Assume eye-height of ______ m and object height of 0.15 m for the calculations.
For a design speed of 80 kph, compute the minimum length of vertical curve that provides ______-m of stopping sight distance.
For a design speed of 80 kph, compute the minimum length of vertical curve that provides ______-m of stopping sight distance.
The stopping sight distance may be expressed where v is in ______ and a is the braking action deceleration.
The stopping sight distance may be expressed where v is in ______ and a is the braking action deceleration.
Braking action is based on the driver's ability to ______ the vehicle while maintaining control.
Braking action is based on the driver's ability to ______ the vehicle while maintaining control.
A deceleration rate of ______ m/s² is comfortable for 90% of drivers.
A deceleration rate of ______ m/s² is comfortable for 90% of drivers.
In the example provided, the vehicle is traveling at ______ kilometers per hour.
In the example provided, the vehicle is traveling at ______ kilometers per hour.
If the coefficient of friction between the road and tires is ______, the driver's braking performance can be evaluated.
If the coefficient of friction between the road and tires is ______, the driver's braking performance can be evaluated.
The driver steps on the brakes ______ seconds after seeing the obstruction.
The driver steps on the brakes ______ seconds after seeing the obstruction.
The wall in the example is ______ meters high.
The wall in the example is ______ meters high.
If SSD is greater than ______, the vehicle will not hit the wall.
If SSD is greater than ______, the vehicle will not hit the wall.
Flashcards
Highway Geometric Design
Highway Geometric Design
The process of planning and designing the physical layout of a highway, including elements like curves, slopes, and sight distances.
Super Elevation
Super Elevation
The banking of a road on a curve to counteract the centrifugal force experienced by vehicles, ensuring they don't slide outwards.
Earthwork
Earthwork
The process of moving earth to create or modify the terrain to accommodate a highway or railway, including excavation and embankment.
Cross Section
Cross Section
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What factors affect the cross section design?
What factors affect the cross section design?
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How does pavement width affect accidents?
How does pavement width affect accidents?
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How do shoulders affect accidents?
How do shoulders affect accidents?
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What is cross-sectional data used for?
What is cross-sectional data used for?
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Prismoidal Formula
Prismoidal Formula
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Prismoidal Correction
Prismoidal Correction
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What is the goal in calculating earthworks?
What is the goal in calculating earthworks?
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End-Area Method
End-Area Method
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How does the Prismoidal formula work?
How does the Prismoidal formula work?
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What does 'side slopes' refer to in earthworks?
What does 'side slopes' refer to in earthworks?
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What is the base width in earthworks?
What is the base width in earthworks?
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Cross-sectional Area
Cross-sectional Area
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Stopping Sight Distance (SSD)
Stopping Sight Distance (SSD)
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Driver's Eye Height (H)
Driver's Eye Height (H)
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Object Height (h)
Object Height (h)
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Total Reaction Time
Total Reaction Time
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Perception Time
Perception Time
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Brake Reaction Time
Brake Reaction Time
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Factors Affecting SSD
Factors Affecting SSD
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Braking Action
Braking Action
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Deceleration
Deceleration
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Coefficient of Friction (f)
Coefficient of Friction (f)
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Reaction Time (t)
Reaction Time (t)
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Braking Distance
Braking Distance
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SSD Formula (Simplified)
SSD Formula (Simplified)
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Will the vehicle hit the wall?
Will the vehicle hit the wall?
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Stopping Sight Distance
Stopping Sight Distance
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Initial Grade
Initial Grade
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Final Grade
Final Grade
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Overtaking Sight Distance (PSD)
Overtaking Sight Distance (PSD)
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Initial Maneuver Distance (d1)
Initial Maneuver Distance (d1)
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Passing Distance (d2)
Passing Distance (d2)
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Clearance Length (d3)
Clearance Length (d3)
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Opposing Vehicle Distance (d4)
Opposing Vehicle Distance (d4)
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Corner Sight Distance
Corner Sight Distance
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Sight Triangle
Sight Triangle
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Crest Vertical Curve
Crest Vertical Curve
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Design Speed
Design Speed
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Eye Height
Eye Height
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Object Height
Object Height
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Grade
Grade
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Study Notes
Highway and Railroad Engineering: Lesson 4.2
- The lesson covers geometric design for highways and railways
- Topics include spiral curves, super elevation, earthwork, and sight distance
Geometric Design for Highway and Railways
- Variables for highway cross-section design include traffic volume, traffic characteristics, traffic speed, and characteristics of vehicles and drivers
- A wider pavement (7.20 meters) has fewer accidents compared to narrower pavements (less than 5.50 meters)
- A 7.20-meter wide pavement displayed 18% less accidents compared to narrower ones, and 4% fewer accidents compared to a 6.00 meter roadway
- Accident records show no difference between 6.60 meters and 7.20 meters wide pavements
- A wider pavement with 2.70-3.00 meter shoulder saw a 30% decrease in accidents whereas a pavement with 0-0.60 meter shoulder showed a 20% decrease in accidents when compared with a width of 0.90 to 1 .20 meter
Topics Outline
- Spiral curves
- Super elevation
- Earthwork
- Sight distance
Cross Section of Typical Highway - Earthwork
- The volume of traffic
- Character of the traffic
- Speed of the traffic
- Characteristics of motor vehicles and drivers
- A cross-section design generally offers the expected level of service for safety
- A recent study showed a 7.20-meter wide pavement has 18% fewer accidents than narrower pavements
Cross Section Method - Earthwork
- Plotting the existing cross-section perpendicular to a line for volume calculation
- Elevations are taken at strategic points on the right angle of centerline at full or half-station intervals
- Data is needed to estimate the amount of cut or fill needed for a roadway strip
Volume Approximation Methods in Earthwork
- End-area method: Ve = ½ [A1 + A2]
- Prismoidal formula: Vp = ⅓ L [A1 + 4Am + A2]
- Prismoidal correction: Vc = ⅓ (C1 - C2)(D1 - D2) /12 Example calculations are provided in the slides.
Sight Distance
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Distance a driver can see an object
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Depends on driver's vision and atmospheric conditions
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Factors affecting stopping sight distance (SSD): driver reaction time, speed of vehicle, efficiency of brakes, frictional resistance between road and tire, and road gradient
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Total reaction time is divided into perception time (object comes into sight to recognizing need to stop) and brake reaction time (time from realizing need to stop to pressing brake)
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Stopping sight distance calculations use PIEV theory (Perception, Intellection, Emotion, Volition)
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Analysis of SSD: the sum of lag distance (distance vehicle travels during reaction time) and braking distance.
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Lag distance = v * t
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-v = design speed, t = total reaction time
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Braking Distance = v^2 / 2gf
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- v = speed
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- g = gravitational acceleration (9.81 m/s^2)
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- f = coefficient of longitudinal friction
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Calculations for different scenarios are included.
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Types of sight distance:
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Stopping sight distance (SSD)
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Safe overtaking sight distance (OSD)
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Elements of OSD calculation process:
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Initial maneuver distance (d₁)
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Distance during passing (d₂)
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Clearance length (d₃)
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Distance opposing vehicle travels (d₄)
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Sight distance values are determined using AASHTO policy for highway and street design
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Terrain considerations for rural areas are also demonstrated
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Additional examples are provided in the slides.
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