A freeway traffic evaluation model has been developed and applied in the evaluation design alternatives. The input for the model consists of California urban freeway route characteristics and origin-destination demand patterns. The model processes this information through the use of queueing and non-queueing sub-models and results in the calculation of the total passenger time expended for a given traffic demand over a given design freeway. (Author Modified Abstract)
Freeway Operations Study-Phase III. Cost-Effectiveness Evaluation of Freeway Design Alternative
1972
62 pages
Report
No indication
English