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<br />, <br /> <br />Table 4 <br />Level of Service Comparison <br /> <br />~ <br /> <br />Intersection Approved Current Proposed <br /> Sprint! 2001 LOS LOS <br />Cleveland Ave/Co. Rd. C D D <br />Cleveland Ave/NB 1-35W Ramps C C <br />Cleveland Ave/Co. Rd. D C C <br />NB 1-35 Ramps/Co, Rd. D C C <br />SB 1-35 Ramps/Co. Rd. D A A <br />Veritas Way/Cleveland Ave C C <br />Co. Rd. C2/Cleveland Ave C C <br />Lydia Ave/Cleveland Ave C C <br />Brenner A velCleveland Ave C C <br />N. Centre Pointe Dr/Cleveland Ave F E* <br /> <br />· Note: the Spring 2001 analysIs used an earher version of HCS software to analyze the unsignahzed intersections resulting in a <br />marginally lower LOS, <br /> <br />It is noted that the overall operations are the same at the study area intersections, and remain at an <br />acceptable LOS D or better for all intersections except North Centre Pointe and Cleveland <br />Avenue. <br /> <br />Since there is no change to the traffic operations at the study area intersections associated with the <br />additional traffic generated by the expanded single tenant office use, the conclusions and <br />recommendations stated in the original study are still valid. No additional mitigation is <br />suggested. <br />