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12 Total delay 13 Total waiting 24 hour day 80 km/hr Total AADT values applied for AADT approximation BENNETT and SAUNDERS bridge length calculations computer program OWB1 computer simulation constant flow rate constant traffic volume data is available Delay in Minutes directions combined example is given find the number formulae frequency distribution future studies given in Section hourly flow rate hourly traffic volume ITERATION km/hr cruise speed km/hr Total Delay lane bridges linear interpolation lognormal component lost in speed maximum number maximum wait NJDH number in queue number of conflicts number of observed number of stops number of vehicles output p,q,r from Answer percent of AADT Poisson distribution procedure program VOLFIT queueing model Section 2.2 SIMSCRIPT speed changes sums over vehicles tabulated values traffic flow rates Variable Traffic Volume vehicles just delayed Vogel Building wait and Number wait in queue ZEALAND STATE HIGHWAYS