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With the existing counts, intersection capacity analyses were conducted for both the signalized <br />and unsignalized intersections in the study area. Table 1 summarizes the results for the two <br />signalized intersections and Table 2 summarizes the results for the 7 unsignalized intersections. <br />The major findings of the analysis of existing conditions are the following: <br />Table 1 <br />Capacity Analysis of Signalized Intersections for Existing <br />Conditions <br />. ea P.M. Peak <br />Hour Hour <br />Location <br />Delay 1 Delay 1 <br />LO.S. LO.S. <br />Coun Road B& Snellin Avenue 29.9 / C 85.8 / F <br />Coun Road 8& State Farm Road 3.4 / A 10.81 B <br />Table 2 <br />Existing Conditions Stop Sign Analysis <br />Critical Approach LOS {iM <br />����` AM. Peak P.M Peak <br />Intersection Name Hour Hour <br />Movement <br />Existin Existin <br />County Road B& Existing Har-Mar _— NBLT 20.5 / C_ __� F <br />Entrance SBLT 21.9 / C �� / F <br />County Road B& Existing Target SBLR 10.1 / B 10.8 / B <br />Entrance <br />County Road B& Pascal Street _�LTR __ 13.1 / B 23_6 / C_ <br />SBLTR 12.3 / 8 11.9 / B <br />County Road B&. Albert Street SBLTR 14.7 / B 38 81 E�s� <br />Commerce St. 8� State Farm Road NBLR 8.7 / A 9.2 / A <br />Commerce St. & Pascal Street NBLR 8.71 A 9.21 A <br />Commerce St. & Albert Street SBL 13.6 / B 25.3 / D <br />�'� Delay and LOS were determined using HCM 2000 methoddogies in Synchro and are given for <br />the critical approach of the intersection. <br />� Program does not compute delay value when intersection is highly overloaded. <br />�� Soutlibound Left volume is only 9 vehicles. The next critical movement is Eastbound Left: <br />F�cisting 8 F�cisting Adjusted 8.7 / A; With SuperTarget 8.8/ A <br />The main findings of the analysis of the existing conditions are as follows: <br />Page 1 <br />