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Design Traffic Volumes - UW Courses Web Server

Highest 100 Hourly Volumes Over a One-Year Pidf T i lR d of AADT 0.15 0.14 Period for a Typical Roadway a proportion 0.13 K 30=0.12 v olume as 0.12 Hourly 0.10 0.11 CEE 320 Spring 2008 Number of hours (annually) with specified or greater volumes 0 20 40 10060 80

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