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Imagine the situation which a vehicle pulls out onto a single-lane highway that has a flow rate of 400 veh/h (Poisson distrib

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Answeos- Given, flow rate = 400 vehhh 0.1ll1 Veh/sec time = 2.2 Sec Standard diver recaction time = 2.5 sec the successive ve0175 - ēxt In 10.75 -0.1111xt +0.28768 = 10.1111xt 0.28768 011111 2.589 sec

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