MODULE 1 UNIT 2: Design Requirements Flashcards

1
Q

DESIGN CONTROLS

A

Vehicles, Traffic, Road users

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2
Q

DESIGN REQUIREMENTS FOR HIGHWAYS

A
  1. DESIGN SPEED
  2. SIGHT DISTANCES
  3. MINIMUM RADIUS OF CURVATURE
  4. SUPERELEVATION
  5. DESIGN VOLUME
  6. NUMBER OF LANES
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3
Q
  • the maximum safe speed that can be maintained over a specified section of a highway, given that the conditions are favorable
    – the basis of all other elements of the highway
    – designs speeds are designated for different types of roadways
A

DESIGN SPEED

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4
Q

true or false:
Design speeds must be maintained for the entirety of the highway

A

true

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5
Q

true or false:
if terrain condition or some obstructions would not allow this, the design speed may be reduced by 10 – 20 kph at adjacent sections**

A

true

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6
Q

The length of the road that is highly visible to the driver even from a distance ahead

A

SIGHT DISTANCE

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7
Q

– The actual distance observed along the road surface which is visible from a specified height above the carriage way
– This distance lets the driver see all stationary and moving objects in front of the vehicle

A

SIGHT DISTANCE AT A POINT

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8
Q

5 TYPES OF SIGHT DISTANCES

A

Stopping Sight Distance (SSD)
Passing Sight Distance (PSD)
Intermediate Sight Distance (ISD)
Head Light Sight Distance
Sight Distance @ intersections

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9
Q

Minimum safe distance required to stop to avoid collision

A

Stopping Sight Distance (SSD)

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10
Q

Minimum safe distance required to safely pull out of a traffic lane and pass a vehicle in the same direction

A

Passing Sight Distance (PSD)

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11
Q

twice the value of the SSD

A

Intermediate Sight Distance (ISD)

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12
Q

the distance available for the driver during night travel

A

Head Light Sight Distance

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13
Q

distance available to enter an intersection

A

Sight Distance @ intersections

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14
Q

Also known as Absolute Minimum Sight Distance

A

STOPPING SIGHT DISTANCE (SSD)

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15
Q
  • The minimum distance open to the vision of the driver intended to stop the vehicle to avoid collision with an obstruction on the carriage way
  • minimum value normally computed for wet pavement condition
  • Affected by the driver’s reaction time
A

STOPPING SIGHT DISTANCE (SSD)

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16
Q
  • the distance travelled by vehicle during total reaction time of driver
  • lag distance
17
Q
  • the distance travelled by the vehicle after the application of brakes
  • braking distance
18
Q

coefficient of longitudinal friction

19
Q

range of f

A

0.29 to 0.40

20
Q

AASHTO:
Reaction time: ___

A

2.5 seconds

21
Q

AASHTO:
Perception time: _____

A

1.5 seconds

22
Q

Velocity Equation:

A

Speed = Distance / time

23
Q

formula of Reaction time, t

24
Q

perception time

25
brake time
tb
26
- also known as overtaking sight distance (OSD) - the minimum distance open to sight of driver intending to overtake a vehicle safely without causing collision with the opposite vehicle
PASSING SIGHT DISTANCE
27
at curves, this length must be visibly free of obstructions in order to permit a moving vehicle at design speed to pass a slower moving vehicle
PASSING SIGHT DISTANCE
28
Factors affecting Overtaking Sight Distance
1. Speed of overtaking vehicle (V, m/s) 2. Speed of overtaken vehicle (Vb, m/s) 3. Speed of opposite vehicle (Vo, m/s) 4. Reaction time of overtaking vehicle driver 5. Spacing between the vehicles (S) 6. Acceleration of overtaking vehicle (m/s2) 7. Gradient of the road
29
for 2-lane highways, it is the shortest distance required for a vehicle to safely maneuver out of the traffic lane, overtake and return to its lane without interfering the passed vehicle or the opposing lane
PASSING SIGHT DISTANCE
30
distance moved during reaction time and initial acceleration just before changing lanes
d1
31
distance traveled during overtaking (at the left/opposite lane)
d2
32
distance between the passing vehicle at the end of maneuvre and the opposing vehicle
d3
33
distance traversed by an opposing vehicle for two-thirds of the time the passing vehicle occupies the left lane
d4