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Expanding Application Rate Guidance for Salt Brine Blends for Direct Liquid Application and Anti-icing

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Date Created
2021-12
Report Number
CR19-01
Description
As part of this research project, a literature review, a survey of practice, field data collection, and an analysis of application rates was conducted. The literature review covered application rates, performance measures, chemical products, environmental impacts, corrosion, impacts on concrete and asphalt, agro-based products, and benefit-cost analyses. A survey of practice was conducted to gather agencies’ winter maintenance practices involving materials, predominant winter conditions, liquid application rates, experience, performance measures, and interest in serving as a study site. Agencies from different geographical regions of the United States were selected for field data collection to provide a wide range of winter conditions, road types, and resources. Data collected consisted of route information and field data in terms of weather, roadway conditions, materials, application rates, and performance measures. Seventeen agencies representing nine states submitted data from 31 routes resulting in field data for 167 storms. Ranges of application rates were identified according to pavement temperature, temperature trend, road surface condition, and materials used. Guidance was developed exclusively from field data and practitioner feedback. Guidance was developed for liquid applications, blends, and “Shake and Bake” for light snow conditions (<1 in/hr., <4” in 24 hrs.). Shake and Bake is a combination of liquid and solid applications. Application rate ranges are provided in tables by material, pavement temperature, temperature trend, and supporting information regarding field data (agencies and number of storms observed).

Design Standards for Unobstructed Sight Lines at Left-turn Lanes

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Date Created
2019
Report Number
2019-32
Description
Past research has clearly shown that obstructed sight lines at intersections lead to greater possibilities of collisions between left-turning vehicles and opposing oncoming vehicles. Evaluations of the effects of left-turn lane offsets; reported that positive left-turn lane offsets were more effective in reducing intersection left-turn crashes than zero and negative left-turn offsets. Several researchers have developed guidelines for geometric design elements of left-turn offset. The majority of states provide only a limited discussion on this topic. Florida DOT provides the most comprehensive policies and guidance for assuring unobstructed sight lines at left-turn lanes. Recommendations developed in this project center on general policies and guidance for designing offset left-turn lanes for a new edition of MnDOT's Road Design Manual. Recommendations are organized to provide standards; policies; and guidance for new/reconstruction projects and for preservation projects. Topics covered include definition of left-turn lane offset; design factors impacting offset; suggested designs for urban and rural multilane roadways and expressways; accommodating U-turns; pedestrian and bicyclist considerations as well as winter maintenance considerations. Additional recommendations are offered to improve consistency among all MnDOT manuals and guides used for intersection design and operation.