307 EXAM 1

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107 Terms

1

What is The equation expressing the consumer’s indifference between various alternative choices or attributes of this choice?

Utility Function

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2

What is the step that predicts number of trips produced and attracted by a zone

Trip Generation

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3

What is the model commonly used to determine trip distribution

Gravity Model

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4

What is the type of traffic assignment that results in the same travel time for different route choice

User equilibrium

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5

What is the final product of the four-step process

Flow on links in a network

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6

What does FHWA stand for?

Federal Highway Administration

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7

What are: Highway, Rail, Water, Air, Pipeline

What are Transportation Modes

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8

What are: Congestion & Safety

Critical Issues in Transportation

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9

What is the average vehicle occupancy during peak periods in the US

About 1.1

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10

Planning, design, and operations are what?

What are the Chronological phases of transportation projects

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11

Headway, spacing, gap, clearance are what?

What are the microscopic traffic parameters

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12

Speed at zero flow is what?

Free-Flow Speed

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13

Linear relationship between speed and density is what?

What is Greenshields Model

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14

The type of speed commonly used in traffic engineering analysis is what

What is the space mean speed

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15

Queuing system with uniform arrival and departure is what?

What is the Deterministic Queuing System

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16

This uniquely determines LOS for freeway basic segment is what?

What is denisty

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17

What is the commonly used design LOS (level of service)?

What is LOS C

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18

Lane width, lateral clearance, ramp density are what?

What are Factors affecting free-flow speed

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19

Terrain type or grade % and length are what

What are Factors determining heavy vehicle equivalent factors

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20

(Maximum) Freeway lane capacity is what

What is 2400pcphpl (per car per hour per lane)

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21

What is this formula: AADT x K x D

What is Directional design hour volume (DDHV)

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22

% of time a section of freeway is occupied by vehicles is what?

What is Percent Occupancy (Lane occupancy)

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23

Main logic of microscopic traffic model is what?

What is Car-following and lane change

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24

Volume, speed, travel time, delay,

accident, parking, pedestrian, … are what

What are Types of traffic studies

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25
<p>What is Intermodal Transportation</p>

What is Intermodal Transportation

A trip that involves more than one mode of transportation

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26
<p>What is recurring Congestion</p>

What is recurring Congestion

Caused by routine heavy traffic

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27
<p>What is non-recurring congestion</p>

What is non-recurring congestion

Caused by unexpected or unusual congestion caused by unexpected events

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28
<p>What are the effects of congestion</p>

What are the effects of congestion

  • Undermines effectiveness and efficiency of the system

  • Cost to user: Delay, gas, accidents/crashes

  • Negative impacts on economic prosperity

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29
<p>What is Macroscopic traffic flow modeling? </p>

What is Macroscopic traffic flow modeling?

Look at the flow in an aggregate sense, flow-speed-density relationship

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30
<p>What is Microscopic traffic flow modeling?</p>

What is Microscopic traffic flow modeling?

Consider the behavior of individual vehicles in a disaggregate manner

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31
<p>What are 3 macroscopic variables </p>

What are 3 macroscopic variables

  1. Density (k)

  2. Flow (q)

  3. Speed (v)

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32
<p>What are 3 microscopic variables</p>

What are 3 microscopic variables

  1. (individual) speed (u)

  2. Headway (h)

  3. spacing (s)

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33
<p>What is spot Speed</p>

What is spot Speed

The speed taken at a fixed roadside point (ui)

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34
<p>What is Space Mean Speed</p>

What is Space Mean Speed

Average speed of all vehicles occupying a given section of a highway over some specified time interval

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35
<p>What is Time Mean Speed</p>

What is Time Mean Speed

Average speed of all vehicles passing a point or short segment of highway over some specified time interval

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36
<p>What is Volume (V)</p>

What is Volume (V)

The actual number of vehicles passing a point during a given time interval (usually one hour or longer)

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37

Flow rate (q):

The number of vehicles passing a point during a time interval less than one hour (usually 15 min.), but expressed as an equivalent hourly volume

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38
<p>What’s the equation for AADT? </p>

What’s the equation for AADT?

AADT = # vehs observed in a year/# days in a year (365

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39
<p>What is Design Hourly Volume (DHV)</p>

What is Design Hourly Volume (DHV)

  • Demand over one hour period in peak hr

  • May be measure by direction

  • Uses of hourly volumes

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40
<p>What is the difference between DHV and DDHV</p>

What is the difference between DHV and DDHV

DHV = AADT * K

DDHV = AADT * K * D

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41
<p>What’s the difference between the Peak Hour Volume (PHV) and the Peak Hour Flow Rate?</p>

What’s the difference between the Peak Hour Volume (PHV) and the Peak Hour Flow Rate?

PHV = Highest Hourly volume (“Rush hour” volume)

Peak hour flow rate = Based on counts within peak hour, less than one hour in length

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42
<p>What is peak hour factor</p>

What is peak hour factor

Ratio of total hourly volume to the maximum 15-minute flow rate

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43
<p>What is Density/Concentration (K)</p>

What is Density/Concentration (K)

The number of vehicles occupying a given length of lane or roadway averaged over time

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44
<p>What is Occupancy?</p>

What is Occupancy?

The proportion of time a detector is “occupied” (% often used)

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45
<p>Density vs Occupancy</p>

Density vs Occupancy

• Lv: Average vehicle length

• Measure from a specific detector in a lane

• Unit: vehicles per mile per lane

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46
<p>What is spacing? </p>

What is spacing?

Distance between two successive vehicles in a traffic stream. (From front bumper to front bumper)

Units: meters or feet

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47
<p>What is Headway?</p>

What is Headway?

Time difference (interval) between two successive vehicles as they pass a point on a roadway

Units: Seconds or minutes

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48
<p>What is clearance? </p>

What is clearance?

Distance between two successive vehicles in a traffic stream, from back bumper of the lead veh. to front bumper of the follower veh.

Units: meters or feet

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49
<p>What is gap: </p>

What is gap:

Time interval between the back bumper of the lead veh. to front bumper of the follower veh. as they pass a point on a roadway.

Units: Seconds or minutes

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50
<p>Basic Relationships</p>

Basic Relationships

Between Micro and Macro

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51
<p>What is </p>

What is

Speed - Flow – Density Relationships

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52
<p>What are traffic studies types</p>

What are traffic studies types

• Volume study /traffic counts

• Speed study

• Travel time study

• Delay study

• Density study

• Other special studies

Crash

Parking

Pedestrian

Calibrationg

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53
<p>What are the travel time studies</p>

What are the travel time studies

  1. Travel time

  2. Runing time

  3. Travel-time delay

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54
<p>Percent Occupancy or Lane Occupancy</p>

Percent Occupancy or Lane Occupancy

The percentage of time a point or short section of freeway is occupied by vehicles

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55
<p>What are the two flow types</p>

What are the two flow types

  1. Uninterrupted flow

  2. Interrupted flow

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56
<p>What traffic flow model is uninterrupted flow &amp; macroscopic </p>

What traffic flow model is uninterrupted flow & macroscopic

Greenshields’ model

<p>Greenshields’ model</p>
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57
<p>What is the Greenshields model</p>

What is the Greenshields model

Different graphs

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58
<p>What is greensberg’s model equation</p>

What is greensberg’s model equation

c = um = speed at max

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59
<p>What is underwood’s model </p>

What is underwood’s model

  • Based on data on Merritt Parkway in Connecticut

• Corrected the problem of infinite ffs in Greensberg’s

model

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60
<p>What is Northwestern model </p>

What is Northwestern model

• Developed at Northwestern University

• Based on observations that speed-density curves appear to be s-shaped

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61
<p>What is an example of a microscopic flow model</p>

What is an example of a microscopic flow model

Car following models

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62
<p>What is </p>

What is

Example of macro/micro traffic variables

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63
<p>What is </p>

What is

Example of Greenshields’ Model

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64
<p>What are the </p>

What are the

TSD and Traffic Variables on the graph

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65
<p>What are some queuing characteristics of</p>

What are some queuing characteristics of

• Arrivals: lamda (rate, distribution)

• Servicing: mug (rate, distribution)

• Queue discipline: (FIFO, LIFO)

• Number of channels (m)

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66
<p>What are the two types of queuing </p>

What are the two types of queuing

  1. Deterministic: If both arrival and servicing rates are uniform

  2. Stochastic: If arrival or servicing rate is not uniform

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67
<p>What is the deterministic queuing graph</p>

What is the deterministic queuing graph

– Arrival and servicing are uniform (same interval,

no randomness)

– arrival and service rates may vary over time

– Can be used to temporary blockage, temporary overloading, and periodical interruption

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68
<p>What is </p>

What is

Deterministic queuing example

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69
<p>What is Stochastic Queuing and Kendall’s Notation</p>

What is Stochastic Queuing and Kendall’s Notation

Letter 1 / Letter 2 / Number

– Letter 1: arrivals process

– Letter 2: service process

– Number of channels (servers)

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70
<p>What are the </p>

What are the

M/D/1 Queuing

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71
<p>What are the M/M/1</p>

What are the M/M/1

Queuing Regime

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72
<p>What are </p>

What are

Capacity and Level of Service

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73

What agency is FHWA

Federal Highway administration

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74

How can you determine the directional design hourly volume (DDHV) from AADT

Multiply it by D+K, the directional distribution + density for that area (urban vs rural)

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75

If the average demand exceeds the average capacity, what will happen when applying stochastic queueing equation?

The system will break down

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76

What is the definition of non-recurring congestion?

Congestion caused by unexpected events like a wreck, construction lane closures, bad weather

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77

List three examples of traffic studies

  1. Pedestrian

  2. Travel time

  3. Crash

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78

What LOS level is most commonly used for design of a basic freeway segment

LOS C

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79

What is the most commonly used method to determine trip production and attraction?

Use ITE’s trip generation manual for that specific use

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80

What is the relationship between space mean speed and time mean speed? Under what condition these two measures can be equal in value?

TMS is greater than SMS becasue TMS accounts for the variance in speeds. If all cars were traveling at the same speed over a section of highway, then SMS = TMS

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81

What is a utility function?

A function that describes a user’s difference towards route choice

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82

How should the free-flow speed be measured in the field?

Measure speed under low traffic conditions, like under 1,100 pc/hr/ln

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83

According to HCM 2010, passenger car speeds are considered to be unaffected by the grade of a freeway segment

True

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84

Capacity is achieved at the maximum speed.

False: at half of Free Flow Speed

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85

Density is not easy to measure directly in the field

True

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86

Trip distribution determines the routes for all trips

False: Trip assignment

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87

The Greenshields’ model assumes a linear relationship between speed and flow.

False: Between speed + density

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88

The final product of the 4-step planning process is:

Flow on links

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89

Which of the following is NOT considered to affect the free-flow speed of a freeway basic segment according to the HCM procedure

Heavy Vehicle Percentage

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90

Which variable is affected by the lengths of the vehicles for a given flow rate?

Gap

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91

The following is NOT a macroscopic traffic parameter:

Headway

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92

The variable that uniquely determines the LOS of a freeway basic segment is :

Density

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93

List three examples of traffic studies:

  1. Accidents

  2. Delay

  3. Density

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94

What is the final product of a transportation planning process?

Flow of travel routes shown on a network

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95

On an upgrade segment, the impact of the grade on how trucks lose speeds is assessed based on the percentage of the grade?

False

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96

Capacity is achieved at the maximum speed;

False

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97
<p>According to the Greenshields’ model, there is a nonlinear relationship between flow and density. </p>

According to the Greenshields’ model, there is a nonlinear relationship between flow and density.

True: It is a parabola

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98

Trip distribution determines the number of trips produced at and attracted to a zone

False

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99

Logit model is often used to determine route choice

False

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100

What is an HOV lane? What purpose does an HOV serve?

HOV lane is a traffic lane reserved for buses or vehicles with several occupants, typically marked with large diamond shapes on the pavement.

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