TEST 1 Flashcards

1
Q

When considering hte amount of time it takes to go from origin to a desitinatio, the total travel time can be divided into these two categories:

A

In vehicle travel time

Out of vehicle travel time

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2
Q

Transport Facilities provide these two distinct function:

A

1) Land access
2) Movement (mobility)

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3
Q

Explain why redundancies in a transporation system can be a good thing.

A

Redundancies in a transporation system can increase reliability by providing duplications of critical facilities. If one part of the system fails (e.g. traffic crash closes a road), then another part (i.e. the reundant one) can help make up for it & prevent system failure.

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4
Q

Explain why reduncies in a transportation sytem can also be a bad thing.

A

Too much dedundancies can be prohibitevely expensive to build & maintain. Further, in a transportation system, more redundancies may mean a greater proportion of land being used for transport instead of other productive uses.

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5
Q

In a mode choice model, a decision maker n is assumed to choose between i alternatives. How many attributes can be used in such a model to describe each alternative?

A

As many as can be measured.

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6
Q

In one route choice model, users of a transportation system are assumed to use he route with the shortest travel time for their trips. What is the definition of equilibrium for the static approach in considering route choice in a such a model?

A

Equilirbium is the state in which the travllers on all routes between two places expereince the same travel time.

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7
Q

What is an example of changing the supply?

A

Changing the supply can be changing the capacity, which may include widening/ narrowing a road, adding/ subtracting bus service, building/ digging up sidewalks, using bigger/smaller planes, etc.

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8
Q

What is an exampe of chaning the demand?

A

Too much redundancies can be prohibitively expensive to build & maintain. Further, in transportation system, more redundancies may mean a greater proportion of land being used for transport instead of other productive uses.

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9
Q

In calculating traffic signal timing, “Lost Time” accounts for two things. What are they?

A

Start up of vehicles and clearance of intersection

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10
Q

In general, does increasing the number of phases in a traffic signal plan increase, decease, or have no effets on the traffic flow efficiency of an intersection?

A

decrease

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11
Q

What is “headway” and what are its appropriate units?

A

Headway is the separation in time between two ro more consecutive vehicles measured from similar locations (e.g. front bumpers) of the vehicles units = time (seconds) per vehicle

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12
Q

When conducting counts of motor vehicle traffic, why is it important to count passenger cars, trucks, and buses separetely?

A

Passenger cars, trucked & buses are different in size & they may behave differently (e.g. different speeds, acceleration/decceleration)

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13
Q

How many critical lane groups are there for each phase of a traffic signal plan?

A

1

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14
Q

When considering a set of lane groups, the critical lane group alwas has the highest value of what?

A

Volume/saturation flow rate (v/s)

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15
Q

What does “Peak Hour Factor (PHF)” Represent?

A

PHF represents the distribution of traffic flow over an hour. It is 1 when there’s no fluctuations & 0.25 if there’s extreme peaking

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16
Q

Is “Time Mean Speed” calculated using data measured at a point or section

A

Point

17
Q

Can “Time Mean Speed” be greater than “Space Mean Speed?”

A

YES (THS >= SMS)

18
Q

The Poisson Model of vehicle arrival has two important assumptions. What are they?

A

1) Arrival of each vehicle is independent
2) flow rate over a short period of time is constant

19
Q

We have discussed tranportation systems and their components in terms of six “Critical ussues” What are they?

A

Safety, Congestion (efficiency), Infrastructure, Finance, Equity, Energy / Environment

20
Q

What are “Traffic control warrants” designed to do?

A

They are designed to evaluate how an intersection is operating and whether certain controls (e.g. stop signs, traffic signals) are needed

21
Q

Can the cycle length of a 2 phase traffic signal be longer than a 3 phase traffic signal?

A

YES

22
Q

What is the “Saturation flow” of an approach?

A

It is the maximum flow possible through an intersection for a movement from an approach if that approach has all of the green time allocated.

23
Q

Difference between a “Protected Movement” and a “Permitted Movement”

A

A protected movement has the right of way

A permitted movement must yield first

24
Q

In traffic flow, what is the difference between “headway” and “gap”?

A

Headway is the separation in time or space between 2 consecutive vehicles usignt he same reference point (e.g. front to front)

Gap is the separation in time or space from the rear of one vehicle to the front of the next vehicle.

25
Q

What is the foundational assumption of the Greenshields Model?

A

The speed - density relationship is linear

26
Q
A