Trip Generation Analysis
The following excerpt was taken from the Transportation Planning Handbook
published in 1992 by the Institute of Transportation Engineers (pp. 108-112).
Trip Generation Models
(p. 110) There are two kinds of trip generation models: production models and
attraction models. Trip production models estimate the number of home-based trips to and
from zones where trip makers reside. Trip attraction models estimate the number of
home-based trips to and from each zone at the non-home end of the trip. Different
production and attraction models are used for each trip purpose. Special generation models
are used to estimate nonhome-based, truck, taxi, and external trips.
Cross-Classification
Over time the profession has come to understand that considerable predictive power and
accuracy can be gained by disaggregate analysis of influential variables. . . . This means
that the models use factors describing individual sample units (e.g., persons, households
or workplaces) rather than an average value of each factor for each analysis zone. The
result is trip generation models with trip rates for sample units having specific
characteristics, such as households of one, two, or more family members, owning one, two,
or more vehicles. These models are based on the trip rates for individual sample
households having those particular discrete characteristics. . . .
(p. 112) Most trip production models are two- or three-way cross-classification tables
with the dependent variable being trips per household or trips per person. The independent
variables are most often income, auto ownership, and household size. . . . Virtually all
of the trip attraction models use employment and an identifier of location as independent
variables.
Multiple Regression
(p. 110) Early trip generation models were commonly developed by regression analysis
because of its power and simplicity. The independent variables in such models were usually
zonal averages of the various factors of influence. Trip generation equations developed by
regression are still used by some planning agencies, more commonly for attraction models
than for production models. This is because only zonal averages of trip attracting
characteristics are usually available since most travel surveys do not survey at trip
destinations. Obtaining more detailed data for individual attraction zones requires a
survey of trip attractors, such as a workplace survey.
Experience Based
(p. 108) Early travel forecasting used extrapolation of past trends to estimate future
travel. Such an approach is still used occasionally for estimating future traffic on a
single facility, in a relatively isolated area, where only moderate and uniform growth or
change in development pattern is anticipated. One level of sophistication that can be
added to trend analysis to respond to anticipated growth is comparing the past traffic
trend to the trend of development during the same period. This provides understanding of
how traffic on the subject facility will respond to expected development changes. That
relationship between the two trends is incorporated subjectively in the trend forecast.
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