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Agenda - Council - 09/09/1996
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Agenda - Council - 09/09/1996
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
09/09/1996
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anywhere from a s~gnt rec~ucnon m nt2~ <br /> level t6 an increase in noise level. The noise <br /> level at the bumps/humps is dependent <br /> upon. the speed at which the vehicles traverse <br /> them. <br /> <br /> Because of their effect in slowing traffic, <br /> bumps/humps tend to have a negative im- <br /> pact on air quality and energy consumption. <br /> <br /> Tra£fic Sa£ety. Traffic safety has not been <br /> found to be compromised with speed bumps <br /> and speed humps as long as proper design <br /> and installation procedures are followed <br /> when they are installed. Traffic safety benefits <br /> can be gained ff speeding is involved. <br /> <br />Community Reaction. The initial reaction of <br />the people living in the area of the instaliation <br />is generally positive, while negative reaction <br />can occ~ from those people who ?roduce <br />through traffic trips in the area. The reaction <br />of the people Living in the area can change <br />over time. <br /> <br />Legal As defined by the Manual on Uniform <br />Traffic Control Devices, 'speed bumps and <br />speed humps are not traffic control devices. <br />They are geometric design features and <br />should be designed and installed accordingly <br /> <br />us'rog accepted <br />judgement. <br /> <br />engineering principles and <br /> <br />Cost <br /> <br />The cost of constructing a speed hump has <br />been found to be in the range of $1,000 - <br />'$2,000. <br /> <br />Speed bumps cost approximately $500- <br />$1,000. <br /> <br />Neighborhood Traffic Control <br /> <br />January I994 <br /> <br />The impact on mai2tenance activities such as <br /> <br /> snowplowing and street sweeping is mini- <br /> mai. <br /> <br /> Speed bumps/humps can significantly <br /> pact large trucks, transit and school buses. If <br /> used on regular routes of these vehicle types, <br /> attention should be given to informing these <br /> drivers of proper operation necessary to min- <br /> imize impacts. <br /> <br /> Case Study <br /> <br />A series of three speed humps were installed <br />on Homestead Drive in Appleton, Wisconsin. <br />From 'a technical standpoint, the <br />humps were effective in reducing th <br />percentile speed from 34 mph to 26 mph. One <br />year and five months after the installation of <br />the speed humps, they were removed. The <br />removal was prompted byfa. survey of the <br />neighborhood residents who directly abutted <br />the street that the speed humps were on. This' <br />experience allowed for two winters of main- <br />tenance and found that their presence did not <br />create any unusual street maintenance <br />problems. It is interesting to note that the <br />vehicle speeds found to exist pri6r to the <br />installation of the speed humps returned <br />after the speed humps were removed. <br /> <br />Refemn~ <br /> <br />Institute of Transportation Engineer's Residential Street DeMgn <br />and Traffic Contra! <br /> <br />A Proposed Recommended Practice of the Ir~fibate of Tr',msport~- <br />tion Engineers by the Tecknlcal Cotmdl Speed HumF~ Task Force I <br />Guldelin~ for ~e Design and Application of Speed Hump~ <br /> <br /> ! <br /> ! <br /> <br /> <br />
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