Research on Motor Transport Produced Noise on Gravel and Asphalt Roads

Vehicles in motion on roads are the main source of noise in the environment. The noise in a car is created by structural noises from car construction, originated from vibrations in an engine, cabin, silencer, wheels and tires. Traffic noise flow depends on its intensity, motion speed, flow composition and extent, quality of the road pavement and build-up of the area along the road. This paper contains research on motor transport-produced noise levels on roads of regional significance with gravel and asphalt pavement in Moletai district. The level of motor transport-produced noise was measured in wintertime and summertime at the chosen typical locations considering the nature of the asphalt and gravel road pavement and different landscape morphology forests, topography roughness, open area, upslope, downslope, etc. Also, research of noise level dependence on car speed was performed from 50 km/h to 70 km/h. It was determined during the study that noise level produced by a car moving at a speed of 50 km/h on a road with gravel pavement is higher by 4 dBA than that on a road with asphalt pavement. Upon moving away from the noise source by 50 m, the level of noise decreases by 12 dBA in woodland open areas and by 16 dBA. As car speed increases from 40 km/h to 50 km/h in wintertime, the level of noise rises by 2 dBA. In summertime, as car speed increases from 50 km/h to 70 km/h, the noise level rises by 5 dBA. These differences are due to the presence of ice and snow on the road in winter. Noise depends on physical properties of tires, type of pavement, car vibrations and in particular on pavement roughness.

[1]  Jonas Bazaras,et al.  Interdependence of noise and traffic flow , 2008 .

[2]  Alfredas Laurinavičius,et al.  EXPERIMENTAL RESEARCH ON THE DEVELOPMENT OF RUTTING IN ASPHALT CONCRETE PAVEMENTS REINFORCED WITH GEOSYNTHETIC MATERIALS , 2006 .

[3]  Kyoji Fujiwara,et al.  Performance of noise barriers with various edge shapes and acoustical conditions , 2004 .

[4]  Edmundas Kazimieras Zavadskas,et al.  Modelling and forecasting of a rational and sustainable development of Vilnius: emphasis on pollution , 2007 .

[5]  Raimondas Grubliauskas,et al.  EFFICIENCY EVALUATION OF A NOISE BARRIER , 2007 .

[6]  Jerzy Pasławski,et al.  Flexibility in highway noise management , 2009 .

[7]  Kornelija Ratkeviciute,et al.  Implementation of Experimental Researchin Road Traffic: Тheory and Practice , 2008 .

[8]  Raimondas Grubliauskas,et al.  CHAMBER INVESTIGATION AND EVALUATION OF ACOUSTIC PROPERTIES OF MATERIALS/KAMERINIAI MEDŽIAGŲ AKUSTINIŲ SAVYBIŲ TYRIMAI IR VERTINIMAS/КАМЕРНЫЕ ИССЛЕДОВАНИЯ И ОЦЕНКА АКУСТИЧЕСКИХ СВОЙСТВ МАТЕРИАЛОВ , 2009 .

[9]  Thomas Keil,et al.  Noise burden and the risk of myocardial infarction. , 2006, European heart journal.

[10]  Marija Burinskienė,et al.  Substantiation of Communication Infrastructure Selection in Newly Developed Territories , 2009 .

[11]  Pranas Baltrenas,et al.  Triukšmo slopinimo sieneles efektyvumo ivertinimas , 2010 .

[12]  Esko Toppila,et al.  Individual Risk Factors in the Development of Noise-Induced Hearing Loss. , 2000, Noise & health.

[13]  W. Passchier,et al.  Noise exposure and public health. , 2000, Environmental health perspectives.

[14]  Dago Antov,et al.  Speed Reduction Effects of Urban Roundabouts , 2009 .

[15]  H. G. Jonasson.  A theory of traffic noise propagation with applications to Leq , 1973 .

[16]  Piotr Radziszewski.  Modified asphalt mixtures resistance to permanent deformations , 2007 .

[17]  Vaidotas Vaišis,et al.  Investigation and evaluation of noise level in the northern part of Klaipeda city , 2008 .