Evaluation of ODOT Roadway/Weather
Sensor Systems for Snow and Ice Removal Operations
PART I:
RWIS
Authors:
State Job Number: 14758(0)
FHWA Report Number: FHWA/OH-2003/008A
for copies of this report, go to:
http://www.dot.state.oh.us/divplan/research
or call 614-644-8173
Ohio Department of Transportation
Problem
Road Weather Information Systems (RWIS) are used by winter
maintenance managers to monitor road weather condition data not available
through conventional weather sources, particularly pavement temperature and
status (wet or dry). They are an
integral component of anti-icing practice.
RWIS have been used in ODOT Districts 2, 6, and 12 for several years
with enough success that the department wanted to expand the network
statewide.
Objectives
The objective was to determine what the right RWIS
system for the whole state of
Description
The study consisted of an extensive literature review,
several field trips, a survey of RWIS administrators and users nationwide, a
product review based on manufacturers’ documentation, and a cost of ownership
analysis.
The literature review included over 250 documents,
including journal articles, conference papers, technical reports, manuals,
handbooks, and brochures on the topics of RWIS and anti-icing.
Field trips were made to Districts 2, 6, and 12, the
city of
The survey consisted of two extensive questionnaires,
one for RIWS administrators, who set up and maintain the network, and another
for RWIS
users, who use the RWIS information to decide winter
weather call outs. Additionally, both
groups completed pairwise constant sum comparison
matrices in order to rank RWIS measurements in order of usefulness. About ten users and ten administrators
responded.
The product review considered pavement sensors, air
weather sensors, remote processing units (RPUs),
forecasting, auxiliary services such as training, and maintenance.
The cost of ownership over a thirty year period was
determined using the latest pricing information from vendors, including
estimates for ODOT labor for ongoing maintenance and replacement of sensors at
regular intervals (3, 6, or 10 years) due to resurfacing.
Factors used to determine optimal RWIS station deployment included
distance between existing RWIS stations in
Conclusions &
Recommendations
The literature review showed an overwhelming
consensus in favor of RWIS implementation and use, but only if its use is
thoroughly integrated into the agency’s anti-icing practices, where winter
maintenance crews work proactively ahead of a storm
where possible. This means spreading
salt brine an hour or two before a winter storm moves in to prevent ice from
bonding to the pavement, which makes snow easier to plow, if indeed snow
accumulates at all.
Though cost-benefit figures are vague and difficult
to compare, there is a consensus that RWIS and anti-icing practices pay for
themselves several times over in terms of reduced material use and labor. This is before accounting for the benefit of
decreased accidents and delays due to winter conditions.
The sensor measures considered most important by
users and administrators are precipitation type, surface temperature, surface
status, precipitation rate, and visibility.
The cost comparison showed that most of the costs of
an RWIS system come after the initial implementation – the major component of
that being the replacement of pavement sensors with periodic resurfacing. Active pavement sensor systems, which use
twice as many pavement sensors, are considerably more expensive than passive
sensor systems.
At a minimum, in addition to the RWIS
stations already deployed in the
It
is additionally recommended that the five RWIS stations maintained by the city
of
Each RWIS station should have four pavement sensors
to maximize the statistical reliability of sensor readings. There should also be a subsurface temperature
sensor 3 inches below the surface.
Each station should include a present weather sensor
(such as WIVIS), and traffic speed and volume measuring capabilities.
Information from the RWIS and forecast sources should
be compiled on a central database and accessible to winter maintenance
personnel. Much of this information
should also be made public through web sites, variable message signs, and on
video screens at rest areas.
In conjunction with an expanded RWIS network, it is
also recommended that ODOT also vigorously extend its existing pro-active
anti-icing program. This program would
include expanded data collection and record keeping efforts.
Implementation
Potential
These conclusions and recommendations can be
implemented immediately in drawing up specifications for a request for
proposals to expand