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Varadero <br />Traffic Study <br /> <br />Page 30 <br />Exhibit 16A <br />Varadero – Station 3 <br />Queue Calculations <br /> <br />Q = Processing rate = !" #$%/'(!.?+ #$%/,(-./00 = 9.80 4 5 66/ℎ <br />q = Demand Rate = 90 :/''( <br />N = Service Positions = 12 attendants <br />ρ = Utilization factor = ; <= =N" :/'/'(?+×N.@" ,(-./00/'(= 0.7650 <br />Qm = Table Value = 0.3041 <br />M = queue length which is exceeded 5% of the time [P(x>M)] <br /> =BCD EF GBC =H BC ρ − 1 = <br />BC ".") GBC ".O"I? BC ".A!)" − 1 = 5.74 6 L 6 Vehicle <br /> <br />The results of the analysis show that 12 valet attendants would be able to handle the demand <br />during PM peak hour with an average queue of approximately 6 vehicles or less. The proposed site <br />drop-off / pick-up Station 3 can accommodate approximately 6 vehicles in queue. The site plan is <br />included in Appendix G. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />