Getting Started - Page 5 of 5 |
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Getting Started
Sequencing, Tools, and
Data
The
analyses will follow this sequence: 1) basic freeway sections, 2)
interchanges, 3) weaving analyses, 4) ramps, and 5) Alternate Route 7 in
both directions, as a freeway system as defined by the HCM. We will use a
simulation model to look at all the facilities as a system.
In choosing the tools
to use, you should pick those 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: 1) the HCM for all of the intersection
analyses and the location-specific analyses at the freeway interchange; 2) VISSIM for a micro-simulation-based analysis of the entire network, to
help us understand the interplay between the various facilities and add more
detail.
Since the main purpose
of this Guidebook is to illustrate how the HCM can be used to study traffic
issues, we’ll use that tool wherever possible. We’ll also talk about where
it isn’t applicable, explain why, and show you other tools that can be used.
We will need two
types of data: 1) facility-related information (e.g., number of lanes, lane
widths, lane configurations, saturation flow rates) and 2) traffic-related
information (e.g., vehicular volumes and demands). We’ll show the specific
data required for each problem as that problem is presented. We also need to
know how NYSDOT designs highway facilities and the expectations it has for
operational details. When we reach the system-wide level of analysis, we
need to know simulation model inputs, such as lane changing and car
following behavior as well as the origin-to-destination flow patterns.
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