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<br />! <br />¡ <br />I <br />, <br />i <br /> <br />i <br /> <br />i <br />I <br />I <br />I <br />, <br />i <br />I <br />i <br />I <br />! <br /> <br />-- <br /> <br />'- <br /> <br />'- <br /> <br />. <br /> <br />analyses does not recognize the lengths of the various traffic <br /> <br />lanes. <br /> <br />The result of these new analysis are as follows: <br /> <br />AM Peak Hour - an average delay of 20.4 seconds per vehicle. <br /> <br />PM Peak Hour - The average delay for both the eastbound and <br /> <br />westbound traffic is in excess of 60 seconds per <br /> <br />vehicle and therefore, the average delay for the <br /> <br />intersection is in excess of 60 seconds per <br /> <br />vehicle. <br /> <br />scenario 2 - Assume Increased Traffic Volumes throuqh the Year <br /> <br />1998. at 2 Percent cer Year. are added to Existinq Traffic Volumes <br /> <br />and there are no Imcrovements made to the Westbound Accroach. <br /> <br />Rerun the Analvses usinq these Traffic Volumes. <br /> <br />The results of these analyses are as follows: <br /> <br />AM Peak Hour - The average delay for traffic would be in excess of <br /> <br />60 seconds per vehicle. <br /> <br />PM Peak Hour - The average delay for traffic would be in excess of <br />60 seconds per vehicle. <br /> <br />Scenario 3 - Assume the Construction of an Adequate Left-Turn Lane <br />and an Adequate Riqht-Turn Lane for Westbound Traffic alonq with <br /> <br />the Throuqh Lane as procosed bv Marsh. Rerun the analvses usinq <br /> <br />onlv Existinq Traffic Volumes. <br /> <br />The results of these analyses are as follows: <br />AM Peak Hour - An average delay of 11.0 seconds per vehicle. <br />PM Peak Hour - An average delay of 12.8 seconds per vehicle. <br />