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T.P.D.M.V.2.2<br />

(Al/2001)<br />

Section<br />

Contents<br />

2.1 References<br />

2.2 Vehicle Dimensions<br />

2.2.1 Statutory Dimensions<br />

2.2.2 Typical Dimensions<br />

2.2.3 Turning Circles<br />

2.3 Passenger Car Units<br />

2.3.1 P.C.U. Values<br />

2.4 Design Flow Characteristics<br />

2.4.1 Design Flow<br />

2.4.2 Estimation of Design Flows<br />

2.4.3 Peak Hourly Flows/Design Flow Ratios<br />

Tables<br />

2.2.1.1 Overall Dimensions of Vehicles<br />

2.2.1.2 Maximum Weight of Vehicles<br />

2.2.1.3 Maximum Weight for Rigid Vehicles<br />

2.2.1.4 Maximum Weights for Articulated Vehicles<br />

2.2.1.5 Maximum Combined Weights for Articulated Vehicles<br />

2.2.1.6 Maximum Weights for 2 closely spaced axles of vehicles<br />

2.2.1.7 Maximum Weights for 3 closely spaced axles<br />

2.2.1.8 Maximum Swept Turning Diameter<br />

2.2.2.1 Design Dimensions<br />

2.2.2.2 Vehicle Dimensions - Private Cars<br />

2.2.2.3 Vehicle Dimensions - Light Goods Vehicles<br />

2.2.2.4 Vehicle Dimensions - Light Buses<br />

2.2.2.5 Vehicle Dimensions - Medium and Heavy Goods Vehicles<br />

2.2.2.6 Vehicle Dimensions - Medium and Tractor Vehicles<br />

2.2.2.7 Vehicle Dimensions - Trailers<br />

2.3.1.1 Passenger Car Units<br />

2.4.1.1 Design Flows for Two Way Urban Roads<br />

2.4.1.2 Reduction of Peak Hourly Flow for Heavy Vehicles in Excess of 15%<br />

2.4.2.1 Peak Hour Factors<br />

2.4.2.2 Annual Average Daily Traffic Flow Equivalent to Table 2.4.1.1<br />

2.4.3.1 Implications of P/Df. Ratios

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