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Item B: Willamette Street Study
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Item B: Willamette Street Study
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6/9/2010 1:17:35 PM
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9/18/2008 5:09:55 PM
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Agenda Item Summary
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9/22/2008
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ability of cyclists, <br />c.Concerns were voiced about the impact of two-way conversion on the <br />pedestrians, people with disabilities, and students to cross Willamette <br /> on their way to <br />South Eugene High School, Roosevelt Middle School, UO, LCC, and other destinations. <br />thth <br />Many now cross at 19 and 20, where one-way traffic flow clearly makes crossing <br />th <br />Willamette Street a greater <br />easier, or at 18 because of the light. Many have found <br />thth <br />challenge to cross and utilize <br /> because of the two-way conversion between 13 and 18 <br />thth <br />on Willamette, supporting the concerns about impacts between 18 and 20. <br /> <br />th <br /> intersection of 18 and Willamette <br />d.The overload in southbound traffic at the is <br />thth <br />currently causing backup queuing to the north from 18 past 15 during peak traffic <br />th <br />times. (Members of the stakeholder group have seen traffic backup past 14 on several <br />occasions.) The conversion to two-way would force all the southbound traffic into one <br />lane for most of this section contributing to longer queuing. <br /> <br />thth <br /> <br />e.The two-way section from 13 to 18 causesdifficulty for people with cars making left <br />turns in and out of parking lots, or from cross-streets along Willamette Street. It is also <br />difficult to enter a traffic lane from an on-street parking spot. Together with the <br />additional impacts of this prior conversion noted above, these problems have led the <br />thth <br />committee to support a recommendation to evaluate the conversion of the 13 to 18 <br />section of Willamette back to one-way southbound traffic flow. <br /> <br /> <br />f.According to DKS Associates, the consulting traffic engineering firm for the study, a <br />similar problem with left turn access to and from parking lots and cross-streets would <br />occur in all conversion scenarios they studied with northbound traffic waiting to cross the <br />th <br />intersection at 18 and Willamette. Clients and staff of the State Children’s Services <br />Building and customers of the Meridian businesses who utilize their parking lots would <br />find traffic blocking entry to their parking lots. All alternatives studied would create <br />significant access problems that don’t exist with the current configuration. <br /> <br /> A problem exists with southbound traffic needing tomerge <br />g. from two lanes to one <br />thth <br />between 18 & 20. Drivers race and jockey for position causing safety concerns in this <br />area. Keeping these two blocks one-way and possibly changing the lane configurations <br />th <br />for southbound Willamette leading up to the intersection with 18 may improve this <br />merging problem. The committee urges traffic engineers to consider this revision of lane <br />configurations, noting that it may also allow extension of the southbound bicycle lane to <br />thth <br />20, whereas it currently ends just south of 17. <br /> <br /> inconvenient <br />h.The current street configuration can sometimes be . Northbound morning <br />car commuters and some customers and clients of businesses would prefer a more direct <br />route by automobile to their destination than currently exists. The committee is <br />sympathetic with this concern, but has determined that the most significant objection to <br />the current system – the requirement to jog east to Oak Street in order to enter westbound <br />thth th <br />traffic on 18 – cannot be resolved by conversion of Willamette from 18to 20 to two- <br />way because of the operational infeasibility of including a north to westbound left turn at <br />th <br />18 and Willamette. This can only be solved by a broader plan to modify traffic flow that <br />we are recommending. <br /> <br />ATTACHMENT A Willamette Street Study Stakeholder Summary and Recommendation 4 <br /> <br /> <br />
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