traffic engineering Flashcards

(73 cards)

1
Q

Deals with the planning, geometric design and traffic operations of roads, streets and highways, their networks, terminals, abutting lands and relationships with other modes of transportation for the achievement of safe, efficient and convenient movement of persons and goods.

A

Traffic Engineering

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2
Q

Applies engineering principles to help solve transportation problems, and brings into play a knowledge of psychology and habits of users of the transportation systems, aside from technical foundations.

A

Traffic Engineering

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3
Q

The greatest obstacles a professional traffic engineer faces in applying sound principles of traffic engineering is the fact that “________________________.”

A

everyone is a traffic expert

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4
Q

provide a list or graphic display of existing information, such as street widths, parking spaces, transit routes, traffic regulations and so forth. (ex: available parking spaces and traffic regulations)

A

Inventories

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5
Q

These are the existing engineering records,
available in government agencies and departments. This information is used to prepare an inventory of the relevant data. These include the results of surveys, which may involve field measurements and/or aerial photography.

A

Administrative Studies

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6
Q

These involve the collection of data under operational conditions and include studies of speed, traffic volume, travel time and delay, parking and crashes since these are carried out by the traffic engineer to evaluate current conditions and develop solutions.

A

Dynamic Traffic Studies

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7
Q

These are conducted to estimate the distribution of speeds of vehicles in a stream of traffic at a particular location on a highway.

A

Spot Speed Studies

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8
Q

This is carried out by recording the speeds of a sample of vehicles at a specified location.

A

Spot Speed Study

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9
Q

This is defined as the rate of movement of the vehicle; it is usually expressed in kilometers per hour(kph) or miles per hour(mph).

A

speed of a vehicle

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10
Q

Speed characteristics identified by such a study will be valid only for the traffic and environmental conditions that exist at the ________________.

A

time of the study

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11
Q

These collect on speeds and volume at the same time. They are laid across the lane in which data are to be collected.

A

Pneumatic Road Tubes and Induction Loops

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12
Q

A rectangular wire loop buried under the roadway surface. It operates on the principle that a disturbance in the electrical field is created when a motor vehicle passes across it.

A

Inductive Loop Detector

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13
Q

significant values that are needed to describe speed characteristics

A

Average Speed
Median Speed
Modal Speed
ith-Percentile Spot Speed
Pace
Standard Deviation of Speeds

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14
Q

This is the arithmetic mean of all observed vehicle speeds (which is the sum of all spot speeds divided by the number of recorded speeds).

A

Average Speed

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15
Q

This is the speed at the middle value in a series of spot speeds that are arranged in ascending order.

A

Median Speed

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16
Q

This is the speed value that occurs most frequently in a sample of spot speeds.

A

Modal Speeds

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17
Q

This is the spot speed value below which i percent of the vehicles travel.

A

ith-Percentile Spot Speed

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18
Q

This is the range of speed-usually taken at 10 ,i/hr intervals - that has the greatest number of observations.

A

Pace

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19
Q

This is a measure of the spread of the
individual speeds.

A

Standard Deviation of Speeds

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20
Q

These are conducted to collect data on the number of vehicles and/or pedestrians that pass a point on a highway facility during a specified time period.

A

Traffic volume studies

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21
Q

Traffic volume studies are usually conducted when certain volume
characteristics are needed, some of which follow:

A

Average Annual Daily Traffic (AADT)
Average Daily Traffic (ADT)
Peak Hour Volume (PHV)
Vehicle Classification (VC)
Vehicle Miles of Travel (VMT)

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22
Q

The average of 24-hour counts collected every day of the year.

A

Average Annual Daily Traffic (AADT)

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23
Q

The average of 24-hour counts collected over a number of days greater than one but less than a year.

A

Average Daily Traffic (ADT)

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24
Q

The maximum number of vehicles that pass a point on a highway during a period of 60 consecutive minutes.

A

Peak Hour Volume (PHV)

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25
The type of vehicles for cars, two-axle trucks, or three-axle trucks.
Vehicle Classification (VC)
26
This is a measure of travel along a section of road. It is the product of the traffic volume (that is, average weekday volume or ADT) and the length of roadway in miles to which the volume is applicable.
Vehicle Miles of Travel (VMT)
27
These counts are taken continuously using mechanical or electronic counters.
Continuous Counts
28
Stations at which continuous counts are taken
permanent count stations
29
defined for traffic count purposes as a homogenous section that has the same traffic characteristics, such as AADT and daily, weekly and seasonal variations in traffic volumes at each point
Highway Link
30
Used to expand counts of durations shorter than 24 hours to-hour volumes by multiplying the hourly volume for each hour during the count period by the HEF for that hour and finding the mean for this products.
Hourly Expansion Factors (HEFs)
31
These factors are used to determine weekly volumes from counts of 24-hour duration by multiplying the 24-hour volume by the DEF.
Daily Expansion Factor (DEFs)
32
The AADT for a given year may be obtained from the ADT for a given month by multiplying this volume by the MEF.
Monthly Expansion Factors (MEFs)
33
These are fundamental concepts that are used repeatedly in professional practice. Determination of the capacity of transportation systems and facilities is a major issue in the analysis of transportation flow.
Capacity and Level of Service
34
This estimates the maximum number of people or vehicles that can be accommodated by a given facility in reasonable safety within a specified time period.
Capacity analysis
35
This depends on physical and environmental conditions, such as the geometric design of facilities or the weather.
Capacity
36
This is a measure of the demand that a highway can potentially service.
Capacity
37
This is a qualitative measure of the highway’s operating conditions under a given demand within a traffic stream and their perception by motorists and/or passengers.
level of service
38
This defines the capacity of a facility as ‘‘the maximum hourly rate at which persons or vehicles can be reasonably expected to traverse a point or uniform segment of a lane or roadway during a given time period under prevailing roadway, traffic and roadway conditions’’
Highway Capacity Manual
39
This intends to relate the quality of traffic service to given volumes (or flow rates) of traffic.
LOS
40
The parameters selected to define LOS for each facility type
measures of effectiveness (MOE)
41
Measures of Effectiveness
Travel Time Speed Total Delay Probability of Delay Comfort Safety
42
Description for LOS A
Free Flow
43
Description for LOS B
Reasonably Free Flow
44
Description for LOS C
Stable Flow
45
Description for LOS D
Approaching Unstable Flow
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Description for LOS E
Unstable Flow
47
Description for LOS F
Forced or Breakdown Flow
48
Delay per vehicle of each LOS
A: <10 seconds (Very Short Delay) B: 10-15 seconds (No Delays) C: 15-25 seconds (Minimal Delys) D: 25-35 seconds (Minimal Delays) E: 35-50 seconds (Significant Delays) F: >50 seconds (Considerable Delays)
49
Selection of the number of lanes is determined by the design volume and level of service (LOS) at which the road is expected/desired to operate.
Roadway Segment Analysis
50
This is the design volume corresponding to a desired LOS.
Service volume
51
Used for multi-lane highways
Directional Design Hourly Volume (DDHV)
52
Used for 2-lane or 3-lane, 2-way highways
Design Hourly Volume (DHV)
53
This determines the amount of time required to travel from one point to another on a given route.
travel time study
54
Time taken by a vehicle to traverse a given section of a highway.
Travel Time
55
Time a vehicle is actually in motion.
Running Time
56
Time lost due to causes beyond the control of the driver.
Delay
57
Delay caused by the impedance of other traffic.
Operational Delay
58
Part of the delay at which the vehicle is at rest.
Stopped-time Delay
59
Caused by control devices such as traffic signals, regardless of the traffic volume.
Fixed Delay
60
Difference between the actual travel time and the travel time obtained by assuming that a vehicle traverses at an average speed equal to that for an uncongested traffic flow.
Travel-time Delay
61
Methods requiring a test vehicle:
floating - car average speed moving-vehicle techniques
62
Methods not requiring a test vehicle
License-plate observations Interviews ITS advanced technologies
63
In this technique, the observer makes a round trip on a test section.
Moving-vehicle Technique
64
These are also known as curb facilities where parking bays are provided alongside the curb on one or both sides of the street. These bays can be unrestricted parking facilities if the duration of parking is unlimited and parking is free, or they can be restricted parking facilities if parking is limited to specific times of the day for a maximum duration.
On - Street Parking Facilities
65
These facilities may be privately or publicly owned; they include surface lots and garages. Self-parking garages require that drivers park their own automobiles; attendant-parking garages maintain personnel to park the automobiles.
Off - Street Parking Facilities
66
A unit of parking that defines the use of a single parking space for a period of 1 hour.
Space-hour
67
The total number of vehicles that park in a study area during a specific length of time, usually a day.
Parking Volume
68
The number of parked vehicles in a study area at any specified time.
Parking Accumulation
69
The number of space-hours used during the specified period of time.
Parking Load
70
Length of time a vehicle is parked at a parking indication of how frequently a parking space becomes available.
Parking Duration
71
Rate of use of a parking space.
Parking Turnover
72
Obtained by dividing the parking volume for a specified period by the number of parking spaces.
Parking Turnover
73
includes summarizing, coding and interpreting the data so that the relevant information required for decision making can be obtained. The relevant information includes the following- number and duration for vehicles legally parked- number and duration for vehicles illegaly parked- space-hours of demand for parking- supply of parking facilities
Analysis of parking data