LE 1 Concepts Flashcards

1
Q

a field or branch of civil engineering that deals with the application of technology and scientific principles to the movement of people and goods

A

Transportation Engineering

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2
Q

phase of transportation engineering that deals with the planning, geometric design, and traffic operatios

A

Traffic Engineering

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3
Q

Flow occurring at long sections of road where vehicles are not required to stop by any cause external to the traffic stream

A

Uninterrupted Flow

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4
Q

Flow occurring at intersections or driveways where vehicles are required to stop by any cause outside the traffic stream such as traffic signs (‘STOP’ or ‘YIELD’), traffic signal lights, etc.

A

Interrupted Flow

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5
Q

the number of vehicles passing a point during a specified period of time

A

Flow rate or volume

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6
Q

rate of motion in distance per unit time

A

Speed

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7
Q

the number of vehicles in a given length of road at an instant point in time

A

Density or concentration

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8
Q

TRUE OR FALSE

Time Mean Speed ≥ Space Mean Speed

A

TRUE

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9
Q

time interval between passage of consecutive vehicles at a
specified point on the road

A

Headway

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10
Q

distance between 2 vehicles measured from the front
bumper of a vehicle to another

A

Spacing

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11
Q

as density ________, speed ________

A

increases; decreases

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12
Q

the maximum hourly rate at which vehicles can reasonably be expected to traverse a point or uniform section of a lane or roadway during a given time period under prevailing roadway, traffic and control conditions

A

Capacity

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13
Q

a qualitative description of how a certain facility is performing

A

Level of Service (LOS)

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14
Q

design hour factor = (design or peak hour volume / 24-hr volume)*100%

A

k factor

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15
Q

D = volume in predominant direction / total volume

A

directional distribution (directional split)

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16
Q

multiply passenger car equivalent factors (PCEF) to convert different vehicle types into a standard car unit
36

A

pcu or passenger car unit

17
Q

It involves
planning, evaluation, and programming
of transportation facilities , including roadways,
transit terminals, parking, pedestrian facilities,
bikeways, and goods movement.

A

Transportation Planning

18
Q

CLASSIFICATION
OF URBAN LAND DESCRIBING
THE CONDITION OF
PERFORMED URBAN ACTIVITY

19
Q

Land Use - Transport Interaction

A

Land Use - Activity Demand - Travel Demand - Transportation Infrastructure - Accessibility - Land Use

20
Q

Models establish relationships
between land use and travel demand patterns.

A

Forecasting Models

21
Q

Main Functions are to accommodate road traffic
demand and to offer a network on which mass transport network can be established

A

Road Network

22
Q

Goal of Travel Demand Forecasting

A
  • Estimate the impact of any transportation
    improvement projects on transportation
  • Estimate the impact of any
    policies on the
    transportation system on transportation
23
Q

a multi stage
process , and there are several different techniques
that can be used at each stage

A

Travel Demand Forecasting

24
Q

Basic Steps of Travel Demand Forecasting

A

(0) Database Development
(1) Trip Generation
(2) Trip Distribution
(3) Modal Split
(4) Traffic Assignment

25
Calculate the number of trips starting in each zone for a particular trip purpose
Trip Generation
26
Produce a table of the number of trips starting in each zone and ending up in each other zone
Trip Distribution
27
Complete the allocation of the various trips among the available transportation systems (bus, train, pedestrian, and private vehicles)
Modal Split
28
Identify the specific routes on each transportation system that will be selected by the travelers
Traffic Assignment
29
should be homogeneous as possible in their land use and/or population composition
Zoning Criteria
30
is a one way movement from a point of origin to a point of destination
Trip
31
future number of trips T’ij is present trips Tij multiplied by growth factors
Growth rate method
32
trip rates are established per household category or land use type; estimated future trips is size multiplied by trip rate
Category analysis
33
future number of trips is a function of socio-economic variables/factors
Regression model
34
Disadvantages of Present Pattern Method
- Complete OD Matrix is required - Change of land use is not considered - Errors are expanded with the same rate
35
Advantages of Model Method
- Trip resistance is considered - Structure of model is easy to understand - Complete OD matrix is not required
36
Disadvantages of Model Method
- Index of resistance is arbitrary - Trip distribution within zone is difficult to treat - Trip distribution for near zone pairs are overestimated
37
Cost of using a mode for conducting the trip
Generalized Cost
38
Based on economic theory that there is an __________ relationship between demand and cost
inverse
39
Methods of Network Assignment
*All-or-nothing *Constant assignment ratio *Incremental assignment