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Sample text

742 xxxvii 10-1 10-2 10-3 10-4 10-5 10-6 10-7 10-8 10-9 10-10 10-11 10-12 10-13 10-14 10-15 10-16 10-17 10-18 10-19 10-20 10-21 10-22 10-23 10-24 10-25 10-26 10-27 10-28 10-29 10-30 10-31 10-32 10-33 10-34 10-35 10-36 10-37 10-38 10-39 10-40 10-41 10-42 10-43 xxxviii Interchange Configurations................................................................................... 748 Factors Influencing Length of Access Control Along an Interchange Crossroad....... 754 Typical Grade Separation Structures With Closed Abutments.................................

For larger traffic generators, each movement stage should have a separate functional facility. To determine the number of design components needed, the customary volumes of traffic handled by public streets of different functional categories can be compared. The volume range on private internal facilities can be related to the comparable range on public streets. These volumes may not be directly comparable, inasmuch as the physical space available within a private facility is smaller and the operational criteria are necessarily quite different.

346 Frontage Road in Business Area With Narrow Outer Separation ............................. 347 Typical Outer Separations .................................................................................... 348 Noise-Abatement Criteria for Various Land Uses .................................................. 350 Effects of Depressing the Highway....................................................................... 351 Effects of Elevating the Highway..........................................................................

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