Transportation Terms Flashcards

(19 cards)

1
Q

is the commonly used statistics to determining upper speed limits of vehicles.

A

85th percentile value

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2
Q

is the term used to designate the maximum number of passenger cars that can pass a given point per hour under the most nearly ideal roadway and traffic conditions.

A

Basic capacity

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3
Q

the standard sign shape which is used only to warn of existing or possible hazard.

A

Diamond shape

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4
Q

is the time elapsed during emotional sensation and disturbance such as fear, anger or any other emotional
feelings such as superstitions with reference to the situation.

A

Emotion time

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5
Q

the standard sign shape which is reserved exclusively for the yield sign.

A

Equilateral triangle shape

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6
Q

is a method of trip distribution involving the use of existing volumes of interzonal traffic to measure friction prior to the expanding volume between two points in proportion to an inter-actance factor.

A

Growth factor method

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7
Q

is the time required for understanding the situation which is also the time required for comparing the difference thoughts, regrouping, and registering new sensations.

A

Intellection time

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8
Q

the standard sign shape which is reserved exclusively for the stop sign.

A

Octagon shape

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9
Q

is the time required for a driver to realize that brakes must be applied.

A

Perception time

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10
Q

is the maximum number of vehicles that can pass a given point on a lane or roadway during one hour
under prevailing roadway and traffic conditions.

A

Possible capacity

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11
Q

is the time taken from the instant the object is visible to the driver to the instant the brakes are applied

A

Reaction time

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12
Q

the standard sign shape which is used for regulatory signs with the expectation of stop and yield signs.

A

Rectangle shape

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13
Q

the standard sign shape which is used for guide and information signs

A

Rectangle shape

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14
Q

the standard sign shape which is used for the advance warning of a railroad crossing.

A

Round shape

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15
Q

is the distance at which a driver can see an object lying in the roadway ahead. It should equal or exceed the stopping sight distance.

A

Sight distance

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16
Q

in the design of auxiliary lanes, it is known as the number of cars that need to be stored during peak
hours.

A

Traffic capacity

17
Q

is the number of vehicles occupying a unit length of the lane of the roadway at a given instant, usually
expressed as vehicles per km.

A

Traffic density

18
Q

is the number of vehicles that pass a point on a highway during a specified time interval.

A

Traffic volume

19
Q

is the time taken for the final action.

A

Volition time