Geometric Design Flashcards

1
Q

Divisions of Highway Design

A

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

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
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

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
3
Q

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

A

Alignment (Horizontal –Plan)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
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)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
5
Q

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

A

Cross section

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
6
Q

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

A

Cross section

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
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)

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
8
Q

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

A

30 to 50 kph ; 50 kph or higher

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
9
Q

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

A

Rural arterials

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
10
Q

________ should be designed for speeds of 50 to 100kph

A

Urban arterials

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
11
Q

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

A

Expressways

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
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

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
13
Q

Momentum and kinetic energy of a vehicle increases rapidly with _______

A

speed

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
14
Q

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

A

Sight Distance

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
15
Q

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

A

1.08 m ; 2.33 m

How well did you know this?
1
Not at all
2
3
4
5
Perfectly
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)

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
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.
Passing Sight Distance
26
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.
Passing Sight Distance
27
The overtaken vehicle travels at a
uniform speed (slower than design speed)
28
The passing vehicle trails the overtaken vehicle as it enters a
passing section
29
The ______ requires a short period of time to perceive whether a clear passing section is available and to start maneuvering
driver
30
The passing vehicle accelerates during the maneuver, during the occupancy of the left lane, at about ________ than the overtaken vehicle.
16 kph higher
31
There is a suitable _______ length between the passing vehicle and unknown
clearance