Comparison of Performance of Solid Salt With Direct Liquid Application of Salt Brine: Vehicle Speed and Pavement Friction

Previous research has not specifically compared friction resulting from salt brine direct liquid application (DLA) to solid salt application. This study sought to fill that gap by conducting field-based experiments with the support of two counties in Wisconsin. One direction of travel on multilane divided roadway segments was treated with salt brine DLA (study route), and the opposite direction was treated with dry solid salt (control route). Field experiments were conducted during 11 winter storms. Performance measures evaluated included vehicular speed, pavement friction (grip), travel disruption (TD), salt used, and time to bare/wet. Mean values from study/control routes and storm conditions were compared to baseline conditions through statistical tests or modeling. Friction measurements were evaluated through mixed-effects meta-regression modeling. The results indicated that friction at the study and control routes was statistically similar; however, salt usage at the study routes with salt brine DLA was between 40% and 72% less than at that control routes with solid salt. Using a limited number of storms, TD at the study routes was found to be between 8% and 39% lower than at the control routes, whereas time to bare/wet (subjective metric) was similar between the study and control routes. Therefore, with the limited data and conditions evaluated, the findings provided some evidence that salt brine DLA and solid salt performed comparably, but salt brine DLA used less salt.

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Publication Details

Journal
Transportation Research Record Journal of the Transportation Research Board
Published
2026-11-06
DOI
https://doi.org/10.1177/03611981261493964
Primary Topic
Icing and De-icing Technologies
Type
article
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article

Comparison of Performance of Solid Salt With Direct Liquid Application of Salt Brine: Vehicle Speed and Pavement Friction

David A. Noyce, Andrea R. Bill, Boris Claros, Madhav Chitturi et al.
Transportation Research Record Journal of the Transportation Research Board
Icing and De-icing Technologies
article

Comparison of Performance of Solid Salt With Direct Liquid Application of Salt Brine: Vehicle Speed and Pavement Friction

David A. Noyce, Andrea R. Bill, Boris Claros, Madhav Chitturi, César Luís Andriola, Wilfrid A. Nixon
article en

Abstract

Previous research has not specifically compared friction resulting from salt brine direct liquid application (DLA) to solid salt application. This study sought to fill that gap by conducting field-based experiments with the support of two counties in Wisconsin. One direction of travel on multilane divided roadway segments was treated with salt brine DLA (study route), and the opposite direction was treated with dry solid salt (control route). Field experiments were conducted during 11 winter storms. Performance measures evaluated included vehicular speed, pavement friction (grip), travel disruption (TD), salt used, and time to bare/wet. Mean values from study/control routes and storm conditions were compared to baseline conditions through statistical tests or modeling. Friction measurements were evaluated through mixed-effects meta-regression modeling. The results indicated that friction at the study and control routes was statistically similar; however, salt usage at the study routes with salt brine DLA was between 40% and 72% less than at that control routes with solid salt. Using a limited number of storms, TD at the study routes was found to be between 8% and 39% lower than at the control routes, whereas time to bare/wet (subjective metric) was similar between the study and control routes. Therefore, with the limited data and conditions evaluated, the findings provided some evidence that salt brine DLA and solid salt performed comparably, but salt brine DLA used less salt.

Transportation Research Record Journal of the Transportation Research Board
University of Wisconsin–Madison (US)
Openalex Percentile: Top 20%
Icing and De-icing Technologies
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