Final Study Deck Flashcards

1
Q

What is the difference between a pre-timed signal and an actuated signal?

A

Pre-timed signals are set in advance and do not respond to actual traffic volume. Actuated signals timing is adjusted based on actual traffic volume. (a detector is needed)

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2
Q

Define “M/D/1”

A

queue representing departure as randomistic, arrival is deterministic in 1 service.

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3
Q

Define “Grade resistance”

A

The component of the weight vector parallel to the slope.

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4
Q

Define “Level of service”

A

a measure of quality of the transportation as the driver experiences it.

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5
Q

Define “Stopping sight distance”

A

The distance that it takes for a person to see an object and react to it or stop going a certain speed.

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6
Q

Define “Utility Modeling”

A

A form of modeling the utility functions to quantify the value that consumers place on a certain activity

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7
Q

Define “30HV”

A

Volume on the 30th highest hour of the year.

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8
Q

Define “DHV”

A

Design hourly volume.

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9
Q

Railroads are designed for a load greater than the gross weight of the train that they will have to support. What load are they designed to support? Why?

A

They are designed for Dynamic Loading because that is the greatest loading that might occur

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10
Q

Define “Serviceability”

A

Performance of the pavement as perceived by drivers.

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11
Q

Define “PSI”

A

Present serviceability index.

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12
Q

Define “TSI”

A

Terminal serviceability index.

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13
Q

Define “Head”

A

Energy per unit weight

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14
Q

Define “PVI”

A

Point of vertical intersection

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15
Q

Define “PVC”

A

Point of vertical curve

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16
Q

Define “PVT”

A

Point of vertical tangent

17
Q

Define “Pumping”

A

Discharge of water and subgrade material through joints and cracks and along edges of rigid pavement due to repeated deflections of the pavement.

18
Q

Uf

A

Free flow speed

19
Q

Kj

A

Jam Density