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3  MaineDOT MDSS Deployment

3.1 Introduction

MDSS functions were provided to MaineDOT on a subscribed, Internet-based service. The MaineDOT users of the MDSS were able to access the application over the Internet from either work or home computers, logging in to an account set up for their use. Seven user accounts were set up for MaineDOT headquarters in Augusta, Maine and each of the of the five maintenance regions. This evaluation focused on the experiences of the Scarborough crew in Region 1 and their initial use of the MDSS during the winter months of 2006-2007. This chapter describes the MDSS capabilities and interface provided to MaineDOT users.

3.2 Study Route and Forecast Points

MaineDOT defined the forecast points where MDSS-specific information would be provided along the study route in southern Maine. The forecast points were distributed along the study route to provide discrete points that could serve as a proxy for a route-based forecast. The initial forecast point was the Yarmouth ESS site that is located about 4 miles beyond the north end of the study route. Three additional forecast points were added along I-295 served by the Scarborough crew to enhance the representativeness of the area being examined in this evaluation.

A total of four forecast points were used in support of the winter maintenance operations using the MDSS. The new forecast points were incorporated into the MDSS and made available to MaineDOT.

In the federal MDSS prototype, ESS are used to provide ground truth to allow the MDSS pavement forecast algorithm to perform “forward correction” to improve the accuracy of forecasts. Because the only ESS in Region 1 was located north of the selected study route, the MDSS and MaineDOT relied primarily on the Portland International Jetport ASOS (providing instrumented, radar and human observation) as a source of ground truth observations, supplemented by the observations of the maintenance crews and reports from the New Hampshire Department of Transportation (NHDOT).

As shown in Figure 1, the study route was a 12-mile section of I-295 freeway that traverses through downtown Portland between Falmouth to the north and I-295 and I-95 junction to the south. The Region 1 maintenance facility that participated in this study is located in the Scarborough area near the southern end of the study route.

The northern portion of the study route is primarily suburban and rural freeway that runs along the Atlantic coastline. The southern portion is the main commute route that serves the Portland metropolitan area and the Portland International Airport (southwest of Portland). Further south, the study route merges with I-95 (tolled). The study route encompasses complex micro-climate environments that are variably influenced by proximity to the ocean and that present a challenge in accurately forecasting local road weather conditions.

 

Figure 1. Map of the Portland area in southern Maine, showing the study route, four MDSS forecast point locations, the coast line and the MaineDOT Region 1 office location.

Figure 1 . Forecast Points along I-295 Study Route, Maine

3.3 Forecast Information Provided by the MDSS

A comprehensive set of road weather information was made available to the MaineDOT maintenance crew through the MDSS. Major data elements were provided in hourly forecasts that included the following components:

The hourly forecast interface automatically highlighted the road weather parameters that exceeded a pre-determined threshold that could be set by MaineDOT. Up to 72 hours of forecast were provided, and the first 24 hour period provided the MDSS-related pavement condition forecast and treatment recommendations. The time period for the pavement forecast is selectable by the DOT. A DOT can request this set of information for any or all of the designated forecast points.

3.4 MDSS Alerts

Location-specific alerts are configurable by specifying thresholds for selected forecast parameters (e.g., precipitation greater than or equal to 0.01 in) and/or associating the locale with the issuance of National Weather Service (NWS) warnings. The alerts can be viewed on the MDSS, and/or sent via e-mail or to cell phones via text messaging.

A list of variables is available for configuring alerts, and each variable can be enabled independently. However, no logical operations can be applied on multiple variables to monitor a scenario of interest. Each enabled variable will trigger an alert if the associated criterion is met (e.g., temperature greater than the specified threshold). Because the alerts are location specific, subscription to multiple alerts (by variable) for multiple locations increases the likelihood of receiving a large number of potentially similar alerts caused by the same weather event.

Precipitation alerts can be set based on a selected intensity threshold and an early warning lead time. Thus, a DOT can indicate when they would like to be notified in advance of the start of precipitation by the intensity of the forecast precipitation. Alerts can be set for each forecast point with regard to selectable precipitation types, proximity of lightning, wind speeds, visibility, forecast temperatures and humidity, NWS alerts, and observed conditions (based on available ESS, ASOS, and other ground truth sources).

MaineDOT elected to receive alerts related to precipitation type and timing and NWS advisories for all of their forecast points. The use of alerts is meant to supplement the web-based MDSS. However, each alert only contains a single variable description that ties to a location (e.g., snow observed at I-295 Portland). After receipt of an alert, users are expected to log on to the MDSS to be fully briefed on the situation. A “quiet time” option is available to disable the alerts during specified non-work hours (e.g., night to early morning). The MaineDOT maintenance crew chose to exercise that option, thus preventing receipt of any text messaging, alerts, and e-mail during the specified quiet hours. During these quiet periods the crews relied on MaineDOT’s 24‑hour operations center to assess the appropriate time to call them out for late evening or early morning maintenance activities.

3.5 MDSS Treatment Recommendations

Recommended treatments associated with different pavement temperature ranges were provided by MaineDOT for incorporation into the MDSS, as shown in the Appendix (Table A). The MDSS provides the user with a recommended treatment when the atmospheric and pavement temperature forecasts meet associated threshold values. Internally, the main components of the MDSS treatment recommendations are:

Pavement forecasts are created using the atmospheric forecasts as input. The pavement model (SNTHERM) assumes that all snow is removed from the roadway surface as soon as it falls to a predetermined blade depth based upon recommended treatments. The model outputs a 24-hour forecast of pavement temperatures and pavement frost, again using the MDSS prototype algorithm (unrelated to SNTHERM). Pavement temperature forecasts are updated every hour.

While it is possible to program treatment recommendations for different weather scenarios and temperature range combinations, MaineDOT chose to implement a set of treatment recommendations regardless of weather scenarios and based on a set of pavement temperature ranges they specified. The MaineDOT recommendation is provided in terms of a range of chemical (salt) application rates (e.g., 150 to 250 pounds per lane mile (pplm) for pavement temperature range from 28ºF to 32ºF). This leaves discretion to the crew, including the decision whether or not to pre-treat the surface with salt brine (typically applied two hours before the precipitation arrives).

Given the length of the evaluation route (12 miles), it typically takes two snow plow trucks and about one-and-a-half hours to traverse both directions of the I-295 corridor between Falmouth and I-95, depending on traffic and the severity of the weather conditions. For the duration of a typical storm event, multiple treatments may be needed.

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