The DSWD is debating if the are going to provide a recovery car on a highwat to help clear the incidents as fast as posible. The Highway carries Five thousand vehicles during the rush hour. Traffic records show that on average,the number of incidents during moring rush hour is 5. The DSWD rejects any provisionfor vehicle on the road if the probabilityof having more than 5 incidents in any one morning is lessthan 30 percent. Does DSWD needs to provide the recovery car? Note: Please use 3 decimal places and show full solution Topic: Probability Distribution and Traffic Queing Model (Highway Engineering)

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter13: Evaluating Transportation Alternatives
Section: Chapter Questions
Problem 24P
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ASAP>>>>Highway Engineering>>>> 5.1

The DSWD is debating if the are going to provide a recovery car on a highwat to help clear the incidents
as fast as posible. The Highway carries Five thousand vehicles during the rush hour. Traffic records show
that on average,the number of incidents during moring rush hour is 5. The DSWD rejects any provisionfor
vehicle on the road if the probabilityof having more than 5 incidents in any one morning is lessthan 30
percent. Does DSWD needs to provide the recovery car?
Note:
Please use 3 decimal places and show full solution
Topic: Probability Distribution and Traffic Queing Model (Highway Engineering)
Transcribed Image Text:The DSWD is debating if the are going to provide a recovery car on a highwat to help clear the incidents as fast as posible. The Highway carries Five thousand vehicles during the rush hour. Traffic records show that on average,the number of incidents during moring rush hour is 5. The DSWD rejects any provisionfor vehicle on the road if the probabilityof having more than 5 incidents in any one morning is lessthan 30 percent. Does DSWD needs to provide the recovery car? Note: Please use 3 decimal places and show full solution Topic: Probability Distribution and Traffic Queing Model (Highway Engineering)
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