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PEAK HOUR VOLUME WARRANT <br /> (ABOVE 40 MPH ON MAJOR STREET) <br /> <br /> I <br /> 400 <br /> <br /> La ~0 300 <br />~ <~ 200 <br /> O~ 100 <br /> <br /> I <br /> <br />300 GO 5~ 600 7~ 800 900 1000 1100 1200 1300 <br /> - ~H <br /> <br />MAJOR STREET- TOTAL OF BOTH APPROACHES <br /> <br />2 <br />1 <br /> <br />1. PROJECTED PEAK HOUR VOLUMES UPON COMPLETION OF <br /> DEVELOPMENTS CURRENTLY UNDER CONSTRUCTION (1926,109). <br /> <br /> PROJECTED PEAK HOUR VOLUMES INCLUDING <br /> DEVELOPMENT ANTICIPATED WITHIN TWO YEARS (2007,153). <br /> <br />(a)PROJECTIONS DO NOT INCLUDE BACKGROUND TRAFFIC GROWTH. <br /> <br />(b) NORTHBOUND RIGHT TURNS ARE NOT INCLUDED IN MINOR STREET <br /> APPROACH VOLUMES, SINCE THEY HAVE A FREE TURNING MOVEMENT. <br />'(c)VOLUME PROJECTIONS DO NOT REFLECT CLOSING OF THE T.H. 10 <br /> MEDIAN AT THE SHERBURNE CEXJN~ COURTHOUSE. <br /> <br />[R277-EX ~ <br /> <br /> CITY OF ELK RIVER <br />T.H. 10 AT JOPUN ST./185TH AVE. <br /> SIGNAL JUSTIFICATION REPORT <br /> PEAK HOUR VOLUME WARRANT <br /> <br /> <br />