Pre Midterm Content Flashcards

(40 cards)

1
Q

Describe the functional classifications of roads and their differences

A

Arterial: longest distance, few access points, highest speed limits
Collector: medium distance, medium access points, medium speed limits
Local: shortest distance, many access points, lowest speed limit
Freeways: do not provide access to fronting properties, entry and exit are strictly controlled

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2
Q

What does the arterial classification prioritize

A

Mobility over access

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3
Q

What does the local classification prioritize

A

Access over mobility

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4
Q

What is the minimum design vehicle

A

The largest vehicle expected for routine use whose dimensions and
turning capabilities ought to be comfortably accommodated

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5
Q

What are some types of medians and their purpose

A

Two-way left turn: accommodates speed turns + left and u-turning vehicles
Nonrased: provides an area for an out-of-control car + supports future growth
Landscaped: pretty and good for the environment but hard to maintain

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6
Q

What is the purpose of a shoulder

A

Safe area for disabled vehicles
Enhances sight distance

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7
Q

What is sight distance

A

Distance along the roadway that’s visible to a cyclist, motorist, or pedestrian

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8
Q

What are the four aspects of sight distance

A

Stopping SD
Decision SD
Passing SD
Intersection SD

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9
Q

What do macroscopic traffic flow models show

A

Aggregated and averaged characteristics of the traffic

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10
Q

What do microscopic traffic flow models show

A

Behaviour of each individual vehicle in the system

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11
Q

What do mesoscopic traffic flow models show

A

Mid-level analysis of traffic flow

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12
Q

What do u, q, and k represent

A

Speed, flow, density

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13
Q

What is time-mean speed in macroscopic analysis

A

Arithmetic mean speed of vehicles passing a fixed point over a specific time

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14
Q

What is space-mean speed in macroscopic analysis

A

Average speed of vehicles over a specified distance

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15
Q

Draw the speed density graph and identify the congested and noncongested area

A
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16
Q

Explain the flow/speed/density relationship

A

Flow (q) = speed (u) * density (k)

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17
Q

What happens to flow vs density after the critical density is reached

A

Flow starts to decrease

18
Q

Define intersection

A

At-grade crossing of two or more roadways

19
Q

Define approach

A

A lane or group of lanes through which vehicles enter the intersection

20
Q

Define lane group

A

An individual or multiple lanes grouped based on the allowed movement

21
Q

Define indication

A

Specific information or signal illumination by a traffic signal or control device

22
Q

Define phase

A

Defines which movements are allowed or restricted during a specific time period

23
Q

Define cycle

A

Complete sequence of signal indications

24
Q

Define ring

A

a sequence of movements that are not
compatible and must be timed sequentially.

25
Define barrier
used to avoid operating conflicting movements at the same time. No movement on one side of the barrier can happen simultaneously with a movement on the other side of the barrie
26
What are the four key design considerations in signalized intersection
Traffic flow characteristics Intersection geometric design Phasing and timing plans Pedestrian and safety assignments
27
Define arrival flow
The number of vehicles or pedestrians per unit of time approaching the intersection during the design or evaluation period
28
What adjustments are arrival flow subject to
Flow in vehicles per hour Flow in passenger car units per hour (must be adjusted into a homogenous unit)
29
Define saturation flow
The rate at which queuing vehicles during red interval cross the stop line during the green interval
30
What are some factors that can affect traffic
Grade road conditions transit stops parking pedestrians
31
What are two approaches to obtaining saturation flow
Field observation Empirical estimation with adjustment factors
32
What is the difference between field observation and empirical observation for obtaining saturation flow
Empirical estimation: dominant method Field observation: only for unique situations when it is anticipated that the saturation flow rate will be significantly different from the study area
33
Define the intergreen period
The time between the end of green interval and beginning of earliest green interval for the next phase in the same signal cycle
34
35
What is critical flow ratio
36
What is intersection flow ratio
Sum of all critical flow ratios for all phases
37
Define cycle length calculation
Summation of green phases and intergreen periods
38
What are the two steps in calculating green time
39
What is the clear zone
The unobstructed traversable area adjacent to the travel lanes (shoulder plus other stuff)
40
What is super elevation
Angled banks that help with sharp curves traversed at high speeds