Final Report - VHB.com
Final Report - VHB.com
Final Report - VHB.com
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2009 Design Hour Volume<br />
The unit of measure used to evaluate and design roadway facilities is an hourly<br />
traffic volume measured in vehicles per hour (vph). However, because hourly traffic<br />
volumes can vary during the course of a day and throughout the year, it is necessary<br />
to select an appropriate design hour volume (DHV) condition. The hourly traffic<br />
volume used for the purpose of design should not be exceeded very often or by very<br />
much. However, it should not be so high that the traffic volume would rarely be high<br />
enough to make full use of the facility. It is wasteful to design a facility based on the<br />
maximum peak-hour traffic of the design year, yet the use of the average hourly<br />
traffic may result in an inadequate design. Therefore, the procedure typically used to<br />
evaluate traffic-volume demands on a roadway system, as described in A Policy on<br />
Geometric Design of Highways and Streets, 3 is to establish a 30th-highest hour volume,<br />
or DHV, as the future design condition. Given the economic considerations involved<br />
in the planning and design of roadway facilities, this DHV design criterion is selected<br />
because the 30th-highest hour volume generally reflects a “point of diminishing<br />
return” in that a substantial increase in capacity would only ac<strong>com</strong>modate few<br />
periods of higher traffic volumes.<br />
The MaineDOT generally applies seasonal-adjustment factors to the raw traffic data<br />
to establish the DHV utilizing highway classifications of Groups I, II, and III for state<br />
and local roadways. Group I roadways are defined as urban roadways that<br />
experience little seasonal variation throughout the year because they primarily serve<br />
<strong>com</strong>muter traffic. Group II roadways are defined as arterial roadways that<br />
<br />
3 American Association of State Highway and Transportation Officials, A Policy on Geometric Design of Highways and<br />
Streets, Washington, DC, 2001.<br />
Existing Conditions 29