Page 80 - SAPEM-Chapter-10-2nd-edition-2014
P. 80

South African Pavement Engineering Manual
                                              Chapter 10:  Pavement Design

              of deterioration that a pavement experiences.  Consequently, in addition to the capital costs of road construction, the
              total costs incurred by road agencies depend on the applied standards of maintenance and improvement.

              The impacts of the road condition and design standards on road users are measured in terms of road user costs, and
              other social and environmental effects.  Road user costs comprise vehicle operating costs, costs of travel time and
              the cost to the economy of road accidents.

              Economic benefits from different road investment options are determined by comparing the total cost streams for
              various road works and construction alternatives against a base case alternative.  The base case is not doing the
              project  or  doing  the  minimum,  usually  representing  the  minimum  standard  of  routine  maintenance.    HDM-4
              estimates the costs for a large number of alternatives year-by-year for a user-defined analysis period.  All future
              costs are discounted to the specified base year.

              To make these comparisons, detailed specifications of investment programmes, design standards, and maintenance
              alternatives are needed, together with unit costs, projected traffic volumes, and environmental conditions.  Although
              a substantial number of inputs to this system are required, only a few inputs and variables are project specific.  The
              rest  remain  unchanged  for  the  larger  economic  environment.    For  this  reason,  road  authorities  requiring  HDM
              analysis usually adopt defaults, or standard inputs, for non-project related variables.





























































                                       Section 5:  Pavement Investigation and Design Process
                                                         Page 69
   75   76   77   78   79   80   81   82   83   84   85