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CHAPTER 3: EXISTING CONDITIONS IN THE STUDY AREA <br /> 3.2 Transportation several potential capital improvements <br /> Demand that might address traffic congestion issues <br /> stemming from holiday traffic were modeled. <br /> The transportation demand discussion includes <br /> information regarding traffic conditions on 1-90 Holiday Congestion <br /> and surrounding roadways. Also included below Congestion along 1-90 is heaviest during summer <br /> is a discussion of other existing transportation weekends and major holidays (Memorial Day, <br /> facilities in the study area. 4th of July, and Labor Day). In the westbound <br /> direction, this regularly occurs between MP <br /> 3.2.1 Traffic Conditions 70 and MP 93 on Sundays in summer,with <br /> 1-90 traffic conditions in the study area were the most extreme congestion occurring on <br /> reviewed and modeled to determine peak the Mondays of Memorial Day and Labor Day <br /> congestion times.These analyses took place in holiday weekends. Holiday traffic volumes are <br /> 2019 and 2023 and are discussed below.Modeling approximately four times higher on 1-90 and <br /> and analysis focused on westbound traffic since three times higher on county roads than typical <br /> data indicate traffic is more dispersed in the days.Speeds drop from an average of 70 mph to <br /> eastbound direction over various weekend days. 15 mph on 1-90,and increase by approximately 5 <br /> mph on county roads, reflecting that non-local <br /> 2019 Analysis travelers tend to speed along the local roads <br /> An analysis of 1-90 and county roads within as they avoid 1-90 congestion. On those specific <br /> the Upper Kittitas County area was completed Mondays, congestion lasts for 12 hours on <br /> in 2019 (Appendix A), specifically evaluating <br /> I-90, while diversion and increased speed lasts <br /> how holiday traffic congestion on 1-90 impacts approximately 6 hours on the county roads. <br /> the local road network. As part of this effort, <br /> VOLUME I: FEASIBILITY REPORT 1-90 Corridor-Easton to Cle Elum Feasibility Study 1 34 <br />