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n The Policy Review Module
checks
roadway-segment design elements for compliance with relevant highway
geometric design policies. It can be applied at several stages in the
highway design process. For improvement projects on existing roadways, it
can provide an initial assessment of how the existing geometric design
compares to current design guidelines. For all projects, it can facilitate
quality-assurance checks throughout detailed design and design review. n The Crash Prediction Module will
estimate crash potential for a design alternative, including all roadway
segments and intersections. Estimates will be quantitative and will
include the number of crashes for a given roadway segment or intersection
as well as percentage of fatal and severe crashes. n The Design Consistency Module will
identify segments of a roadway design that are inconsistent in terms of
drivers’ operating speed, which may increase crash potential. The
evaluation also provides quality-assurance checks at both preliminary and
final alignment designs. n The Intersection Review Module has
both policy and diagnostic review capabilities. The policy review
component checks the intersection design elements of corner radius, turn
lane design, intersection angle, and intersection sight distance for
design policy compliance. The diagnostic review component evaluates the
geometric design of an existing or proposed intersection to identify
potential safety concerns and suggests possible treatments to address
those concerns. The Intersection Review Module can provide useful input to
project scoping, preliminary engineering, and design review. n
The Traffic Analysis Module uses
the TWOPAS traffic simulation module to estimate traffic quality of
service measures for an existing or proposed design under current or
projected future traffic flows. This module is particularly useful during
project scoping and preliminary engineering to evaluate the operational
performance of alternatives to two-lane cross sections, including passing
lanes, climbing
lanes, and short four-lane sections. |
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