Getting Started - Page 6 of 7 |
ID# C2GS006 |
Getting Started
Sequencing, Tools, and Data
Sequencing the analyses
is another issue. We’re going to focus on the signalized intersections
first, starting at Maxwell Drive (Intersection C), working west
to Intersections B and A, then east to Intersections D and G (see
Exhibit 2-1). This
allows us to study the most affected intersection first, then ones that
are less affected because they are further away. We’ll consider the
freeway interchange after we’ve finished with the signalized intersections,
then we will analyze the arterial segment consisting of intersections A to D.
Choosing
the tools to use is another issue. You have to pick ones that strike a
balance between the amount of effort they require and the amount of
insight they provide. In this case study, we’re going to use two
tools. The first is the
Highway
Capacity Manual. We’ll use it for all of the intersection
analyses and the location-specific analyses at the freeway interchange.
The second is Transyt-7F. We’ll use it to do an arterial analysis of
intersections A through D. It will help us ascertain what
coordinated signal timings would work best for that set of signals. It
should be emphasized that we are using Transyt-7F here to illustrate the
use of non-HCM procedures, and other programs could also be used with
equal effectiveness.
Since the main purpose
of this guidebook is to illustrate how the HCM can be used to study
traffic issues, we’ll use this tool wherever possible. We’ll also show where it isn’t applicable, explain why, and
illustrate how other non-HCM tools can be used.
[ Back ] [ Continue ]
with Getting Started