Laserfiche WebLink
Varadero <br />Traffic Study <br /> <br />Page 28 <br />Exhibit 15A <br />Varadero – Station 2 <br />Queue Calculations <br /> <br />Q = Processing rate = !" #$%/'(!.I@ #$%/,(-./00 = 9.26 4 5 66/ℎ <br />q = Demand Rate = 126 :/''( <br />N = Service Positions = 15 attendants <br />ρ = Utilization factor = ; <= =?+! :/'/'(?)×N.+! ,(-./00/'(= 0.9072 <br />Qm = Table Value = 0.6312 <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?+ BC ".N"A+ − 1 = 25.03 6 L 25 Vehicles <br /> <br />The results of the analysis show that 15 valet attendants would be able to handle the demand <br />during PM peak hour with an average queue of approximately 25 vehicles or less. The proposed <br />site drop-off / pick-up Station 2 can accommodate approximately 27 vehicles in queue. The site <br />plan is included in Appendix G. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />