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proposed Dane Grove Road Development <br />Tragic Impact Study <br />Fmsd C 'n Anahcsis <br />The resn u; of the capacity analysis for the existing conditions at the study area <br />inrecsecnons ace shown in the following table. <br />TABL64 <br />Proposed Orange Grove Road Development <br />Year 2600 Capacity Analysis Results <br />This table shows that all of the study area intersections are camently operating at <br />an acceptable level-of-service. A sconum ry table of all capacity ara is results le <br />locluded in Table 7 in Section 7 Of this report. A description of" level -of- service" <br />is also included in Section 7. <br />Existing Oandi ions <br />Intersection <br />I <br />9:1ion <br />1acledeia <br />AM Peak <br />PM Peak <br />Olcnge Glove ROaO /OSktlaLie pave <br />Ail kl <br />p(t.8) <br />tuns nT""—Oa <br />CM1core Slreai l Oaktlale Onve <br />6(169) <br />AI &01 <br />laIon dlZe[I) <br />This table shows that all of the study area intersections are camently operating at <br />an acceptable level-of-service. A sconum ry table of all capacity ara is results le <br />locluded in Table 7 in Section 7 Of this report. A description of" level -of- service" <br />is also included in Section 7. <br />