Lesson 4: Geometric Design Flashcards

1
Q

7 Divisions of Highway Design

A
  1. Geometric Design
  2. Intersection Design
  3. Highway Drainage Design
  4. Pavement Design
  5. Earthworks
  6. Road facilities
  7. Roadway lighting
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2
Q

The ___________________ of highway 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

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3
Q

3 main types of Geometric Design

A
  1. Alignment
  2. Grade line
  3. Cross Section
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4
Q

________________ (Horizontal –Plan) - is the route of the road, defined as a series of horizontal tangents and curves.

A

Alignment

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5
Q

____________ (Vertical -Profile) - is the vertical aspect of the road, including crest and sag curves, and the straight grade lines connecting them.

A

Grade line

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6
Q

_______________ - shows the position and number of vehicle and bicycle lanes and sidewalks, along with their cross slope or banking. Cross sections also show drainage features, pavement structure and other items outside the category of geometric design.

A

Cross section

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7
Q

7 Geometric Design Elements

A
  1. Design parameters
  2. Sight distance
  3. Horizontal Alignment
  4. Vertical Alignment
  5. Combination of Horizontal and Vertical Alignment
  6. Cross Section
  7. Drainage
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8
Q

Design Speed

Design speeds ranging from _____ to _____ kph for local streets, and _____ kph or higher for collector streets

A

30, 50, 50

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9
Q

Design Speed

Rural arterials other than expressways should be designed for speeds of _____ to _____ kph, depending on terrain, driver expectancy

A

60, 120

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10
Q

Design Speed

Urban arterials should be designed for speeds of _____ to _____ kph

A

50, 100

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11
Q

Design Speed

Expressways should be designed for speeds not less than _____ kph.

A

80

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12
Q

Design Speed Implications

At _______ running speeds a rider or driver has ____ time to react to a situation and therefore there is the likelihood that an error will result in a crash

A

higher, less

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13
Q

Design Speed Implications

____________ and _____________ of a vehicle increases rapidly with speed

*The sudden dissipation of this energy in a crash means that the injury to occupants is _______ severe

A

Momentum, kinetic energy, more

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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

(adequate or inadequate) sight distances should be available along the full length of a road for vehicles to be able to stop (or overtake) safely.

A

Adequate

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16
Q

Criteria for Measuring Sight Distance

Based from AASHTO Greenbook:

Height of Driver’s Eye
* ______ m = (for passenger cars)
* ______ m = (for large trucks)

A

1.08, 2.33

17
Q

Criteria for Measuring Sight Distance

Based from AASHTO Greenbook:

Height of Object
* ____ m = (for stopping)
* ____ m = (for passing)

A

0.60, 1.08

18
Q

Criteria for Measuring Sight Distance

Based from DGCS Volume 4 (3.6.1.5):

Height of Driver’s Eye
* _____ m = (in all cases)

Height of Object
* _____ m = (for stopping)
* _____ m = (for passing)

A

1.15, 0.15, 1.40

19
Q

3 Types of Sight Distance

A
  1. Stopping (Non-Passing) Sight Distance
    2.Decision Sight Distance
    3.Passing Sight Distance
20
Q

Sight Distance

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

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

A

Stopping Sight Distance

21
Q

Sight Distance

*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.

*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.

*It is substantially greater than the stopping sight distance.

A

Decision Sight Distance

22
Q

Sight Distance

*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.

*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