Quantifying the Effects of Traffic Calming Devices on Noise Levels
| Author | Haroon, Mohamed Jassim | 
| Author | Kharbeche, Mohamed | 
| Author | Alhajyaseen, Wael | 
| Author | Alhawari, Alaa | 
| Available date | 2025-10-26T05:20:35Z | 
| Publication Date | 2025-12-31 | 
| Publication Name | Transportation Research Procedia | 
| Identifier | http://dx.doi.org/10.1016/j.trpro.2024.12.025 | 
| Citation | Haroon, Mohamed Jassim, Mohamed Kharbeche, Wael Alhajyaseen, and Alaa Alhawari. "Quantifying the Effects of Traffic Calming Devices on Noise Levels." Transportation Research Procedia 82 (2025): 3628-3646. | 
| ISSN | 2352-1457 | 
| Abstract | Traffic-related noise pollution is a major environmental stressor causing various adverse health impacts on humans. Road traffic noise levels are influenced by the type of vehicle, tire-to-pavement friction, and driving style. Traffic calming devices like speed humps and speed tables play a significant role in affecting the overall operational factors of vehicles, whereas the major contributors of pollutants are caused due to the abrupt deceleration, braking, and acceleration of vehicles while passing over them. This paper aims to quantify the effects of different traffic calming devices on the noise generated by the traffic flow. To compare the noise emissions, the noise levels of a particular vehicle passing at and after the traffic calming devices were measured simultaneously while maintaining most of the site characteristics and traffic data similar. This research will ascertain statistical analysis of the noise levels emitted by vehicles at the traffic calming devices. The 24 traffic calming devices selected for this study included 12-speed humps and 12-speed tables for 2-lane and 4-lane at 3 different zones (residential, school, and industrial) in multiple areas in Doha City, Qatar. The data collection conducted for 8-hours per site showed that the observed mean noise levels for all the sites exceeded the WHO standards [53 dB(A)] and Qatar standards [55 dB(A)] permissible noise levels because of the vehicle fleet mix. The analysis indicated that traffic calming devices generated comparatively higher noise than the control point, meanwhile speed humps emitted more noise levels than speed tables. Further, it was statistically proven that traffic calming devices in 4-lane emitted higher noise levels than those in 2-lane. In addition, the industrial zone was observed to generate higher noise levels than the residential and school zone. | 
| Language | en | 
| Publisher | Elsevier | 
| Subject | Traffic Noise Traffic Flow Speed hump Speed Table Control Point | 
| Type | Conference | 
| Pagination | 3628-3646 | 
| Volume Number | 82 | 
| Open Access user License | http://creativecommons.org/licenses/by/4.0/ | 
| ESSN | 2352-1465 | 
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Civil and Environmental Engineering [892 items ]
 
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Traffic Safety [208 items ]
 


