Geometric Design Flashcards

1
Q

Divisions of Highway Design

A

Geometric Design
Intersection Design
Highway Drainage Design
Pavement Design
Earthworks
Road Facilities
Roadway lighting

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2
Q

is one of the divisions of highway design concerned with the positioning of the physical elements of the roadway according to standards and constraints

A

GEOMETRIC DESIGN OF HIGHWAY

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3
Q

is the route of the road, defined as a series of horizontal tangents and curves.

A

Alignment (Horizontal –Plan)

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4
Q

is the vertical aspect of the road, including crest and sag curves, and the straight grade lines connecting them.

A

Grade line (Vertical -Profile)

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5
Q

shows the position and number of vehicle and bicycle lanes and sidewalks, along with their cross slope or banking.

A

Cross section

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6
Q

also show drainage features, pavement structure and other items outside the category of geometric design.

A

Cross section

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7
Q

Geometric Design Elements

A

Cross Section
Combination of Horizontal and Vertical Alignment
Design parameters (speed, vehicle, volume)
Drainage
Sight distance (Visibility)
Horizontal Alignment (curves, radius of curvature, super-elevation)
Vertical Alignment (vertical curve, gradient)

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8
Q

Design speeds ranging from ______ for local streets, and _______ for collector streets

A

30 to 50 kph ; 50 kph or higher

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9
Q

______ other than expressways should be designed for speeds of 60 to 120 kph, depending on terrain, driver expectancy

A

Rural arterials

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10
Q

________ should be designed for speeds of 50 to 100kph

A

Urban arterials

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11
Q

_______ should be designed for speeds not less than 80 kph.

A

Expressways

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12
Q

At ________ a rider or driver has less time to react to a situation and therefore there is the likelihood that an error will result in a crash

A

higher running speeds

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13
Q

Momentum and kinetic energy of a vehicle increases rapidly with _______

A

speed

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14
Q

The distance at which a driver of a vehicle can see an object ahead of time.

A

Sight Distance

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15
Q

Based from AASHTO Greenbook:
Height of Driver’s Eye
_______ = (for passenger cars)
________ = (for large trucks)

A

1.08 m ; 2.33 m

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16
Q

Based from AASHTO Greenbook:
Height of Object
_______ = (for stopping)
_______ = (for passing)

A

0.60 m ; 1.08 m

17
Q

Based from DGCS Volume 4 (3.6.1.5):
Height of Driver’s Eye
_______ = (in all cases)

A

1.15 m

18
Q

Based from DGCS Volume 4 (3.6.1.5):
Height of Object
______ = (for stopping)
______ = (for passing)

A

0.15 m ; 1.40 m

19
Q

Types of Sight Distance

A

Stopping (Non-Passing) Sight Distance
Decision Sight Distance
Passing Sight Distance

20
Q

Available distance on a roadway to enable a vehicle traveling at the design speed to stop before reaching a stationary object

A

Stopping Sight Distance

21
Q

applied where only one obstacle must be seen in the roadway and dealt with.

A

Stopping Sight Distance

22
Q

Distance required for a driver to initiate and complete safely and efficiently the maneuver of an unexpected or otherwise difficult-to perceive information source or hazard.

A

Decision Sight Distance

23
Q

applied where numerous objects, pedestrians, vehicles or design features, complex control or complex surrounding land use, and topographic conditions must be addressed by the driver.

A

Decision Sight Distance

24
Q

It is substantially greater than the stopping sight distance.

A

Decision Sight Distance

25
Q

The sight distance long enough to enable a vehicle to overtake and pass another vehicle on a two lane highway without interference from opposing traffic.

A

Passing Sight Distance

26
Q

Distance required for a driver to see a sufficient object to complete the passing maneuver without cutting off the passed vehicle in advance of meeting an opposing vehicle appearing during maneuver.

A

Passing Sight Distance

27
Q

The overtaken vehicle travels at a

A

uniform speed (slower than design
speed)

28
Q

The passing vehicle trails the overtaken vehicle as it enters a

A

passing section

29
Q

The ______ requires a short period of time to perceive whether a clear passing section is available and to start maneuvering

A

driver

30
Q

The passing vehicle accelerates during the maneuver, during the occupancy of the left lane, at about ________ than the overtaken vehicle.

A

16 kph higher

31
Q

There is a suitable _______ length between the passing vehicle and unknown

A

clearance