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City of Pleasanton
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CITY CLERK
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2007
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020607
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13
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2/1/2007 4:17:18 PM
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CITY CLERK
CITY CLERK - TYPE
STAFF REPORTS
DOCUMENT DATE
2/6/2007
DESTRUCT DATE
15 Y
DOCUMENT NO
13
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they needed the parking on Vineyard Avenue when large events occur on the property, <br />citing the lack of parking on-site. Therefore, plans include the installation of signage, <br />which will impose a 4-hour parking limit. The 4-hour parking limit will be brought back to <br />City Council for approval prior to establishment of the parking restriction. <br />Sauterne Way Landscaping <br />At the November 1, 2005 City Council meeting, Mr. Mark Posson, a resident of <br />Chardonnay Drive, requested City Council consider including Sauterne Way in the <br />landscaping design for the Vineyard Avenue paving project. Staff developed a series of <br />solutions to mitigate these concerns. Sauterne Way is currently striped for one-way <br />traffic, and the request was to replace the striping with landscaping. Based on a variety <br />of factors, including the Fire Department's concern with removing ingress and egress <br />during an emergency, City Council on May 2, 2006, directed staff to not include <br />landscaping improvements on Sauterne as part of the project. <br />Sound Attenuating Pavement Alternative <br />Previously, local residents requested that City staff research and include a bid <br />alternative item for "rubberized asphalt concrete" as a means for reducing traffic noise in <br />the area. Rubberized asphalt absorbs road noise and can reduce noise levels from 3-7 <br />decibels, dependent on traffic speeds and the surrounding topography. Another sound <br />attenuating pavement is an Open Graded Mix Design. The Open Graded Mix Design <br />uses a lower percentage of smaller size aggregates in favor of the more uniform sized <br />large aggregates, which promotes air voids in the pavement. The sound attenuating <br />property of both rubberized asphalt and open graded mix is attributed to its void content. <br />The voids in the pavement capture vehicle tire sound and muffle it, as compared to <br />densely-graded asphalt mixes that have fewer voids and a flatter surface that reflects <br />sound rather than absorbs sound from passing vehicles. In researching this subject <br />matter, the Arizona Department of Transportation has had an ongoing program to study <br />noise reduction mitigation measures for transportation corridors. Such noise reducing <br />measures included the use of noise barriers (sound walls), sound attenuating <br />pavements, and traffic management. One finding of the Arizona study was: <br />Clearly, air-void composition (of asphalt pavement) is a significant <br />factor in reducing noise. Studies are currently inconclusive about <br />whether significant acoustical benefit accrues due to the rubber <br />content of the surface, laid according to current hot-mix specifications. <br />This finding was corroborated by a California study of Highway 80. The <br />sound attenuating properties of rubberized asphalt pavement are due to the <br />"open-graded" characteristics of the pavement, not the inclusion of rubber in <br />the asphalt mix. <br />In comparing open graded mix with rubberized asphalt, there are additional challenges <br />with using rubberized asphalt. Rubberized asphalt has stricter quality control issues <br />with regard to temperature and placement. Because of its rubber content, raking, <br />moving, and shaping the rubberized asphalt, once it is laid on the roadway surface, <br />becomes difficult, often affecting the pavement surface and finish qualities. This is <br />further complicated on local streets where pavement has to be moved and placed in <br />and around irregular features such as curb returns, median islands, left turn pockets, <br />Page 3 of 5 <br />
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