Fig8-15 - 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 er...

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Route Safety Analysis Page 1 Select Route? Prob. of Prob. of (1=y, 0=n) From To Accident No Accident Node 0.00 1 Los Angeles 2 Las Vegas 0.003 1.000 1 Los Angeles 0.00 1 Los Angeles 3 San Diego 0.004 1.000 2 Las Vegas 0.00 1 Los Angeles 4 Phoenix 0.002 1.000 3 San Diego 0.00 2 Las Vegas 4 Phoenix 0.010 1.000 4 Phoenix 0.00 2 Las Vegas 6 Flagstaff 0.006 1.000 5 Tucson 0.00 3 San Diego 4 Phoenix 0.002 1.000 6 Flagstaff 0.00 3 San Diego 5 Tucson 0.010 1.000 7 Las Cruces 0.00 4 Phoenix 5 Tucson 0.002 1.000 8 Albuquerque 0.00 4 Phoenix 6 Flagstaff 0.006 1.000 9 Lubbock 0.00 4 Phoenix 8 Albuquerque 0.009 1.000 10 Amarillo 0.00 5 Tucson 7 Las Cruces 0.003 1.000 0.00 6 Flagstaff 7 Las Cruces 0.010 1.000 0.00 6 Flagstaff 8 Albuquerque 0.001 1.000 0.00 7 Las Cruces 8 Albuquerque 0.004 1.000 0.00 7 Las Cruces 9 Lubbock 0.003 1.000 0.00 7 Las Cruces 10 Amarillo 0.005 1.000 0.00 8 Albuquerque 10 Amarillo 0.001 1.000 0.00 9 Lubbock 10 Amarillo 0.006 1.000 Prob. of Safe Trip 1.0000 SafetyTrans Company Maximize: G24 By changing: A6:A23 Subject to: K6:K15=L6:L15 A6:A23>=0 & intege
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Route Safety Analysis Page 2 Inflow- Supply=-1 Outflow Demand=1 0.00 -1 0.00
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Unformatted text preview: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1 er 0.33 1 los angeles 2 las vegas 0.003 1 1 0.33 1 los angeles 3 san diego 0.004 1 2 0.33 1 los angeles 4 phoenix 0.002 1 3 2 las vegas 4 phoenix 0.010 1 4 0.33 2 las vegas 6 flagstaff 0.006 1 5 3 san diego 4 phoenix 0.002 1 6 3 san diego 5 tucson 0.010 1 7 4 phoenix 5 tucson 0.002 1 8 4 phoenix 6 flagstaff 0.006 1 9 4 phoenix 8 albur 0.009 1 10 5 tucson 7 las cruces 0.003 1 6 flagstaff 7 las cruces 0.010 1 6 flagstaff 8 albur 0.001 1 7 las cruces 8 albur 0.004 1 7 las cruces 9 lubbock 0.003 1 7 las cruces 10 amarillo 0.005 1 8 albur 10 amarillo 0.001 1 9 lubbock 10 amarillo 0.006 1 1 los angeles-1-1 las vegas san diego phoenix tucson flagstaff las cruces albur lubbock amarillo 1...
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