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CHAPTER 2: RANGE OF ALTERNATIVES <br /> 2.1 No Build Alternative Considerations <br /> (Existing Conditions) Based on a 2019 analysis performed along <br /> This alternative would leave 1-90 between MP this corridor(Appendix A), key results <br /> 70 and MP 85 in its current configuration, with indicated congestion along 1-90 is heaviest <br /> no changes to its posted speed, lane width, during summer weekends and major <br /> or access points.The No Build Alternative is <br /> holidays (Memorial Day, 4th of July, and <br /> referred to as Alternative 6 throughout this Labor Day). <br /> document. During these periods of congestion, speeds <br /> drop from an average of 70 mph to 10 mph <br /> Description on 1-90, and increase by approximately 5 <br /> mph on county roads, reflecting that non- <br /> This section of 1-90 provides two 12-foot wide local travelers tend to speed along the <br /> lanes in each direction,with inside shoulders local roads as they avoid 1-90 congestion. <br /> of 5 feet and outside shoulders of 10 feet.The . On those specific holiday weekends, <br /> median is a 66-foot-wide grassy area, which <br /> congestion lasts for 10 hours on I-90, <br /> currently serves as storage for snow during while diversion and increased speed lasts <br /> severe winter conditions. Current posted approximately 6 hours on the county roads. <br /> speeds along this section of 1-90 are 70 mph. <br /> Figure 2-2 shows a perspective rendering of the <br /> existing conditions. <br /> �. :. <br /> ? ` •�`_ } yam: ~7 <br /> Figure 2-2 No Build Conditions(Alternative 6) <br /> VOLUME I: FEASIBILITY REPORT 1-90 Corridor - Easton to Cle Elunn Feasibility Study 1 10 <br />