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South African Pavement Engineering Manual
                                              Chapter 10:  Pavement Design

              Table 23.  Framework for Rehabilitation Investigation and Design

               Main Component              Activity                Elements
                                                                   •  Client brief
                                                                   •  Available information (traffic, environment)
                                           Gathering information
                                                                   •  Detailed visual inspection
                                                                   •  Pavement surveillance measurements
                                                                   •  Traffic data
                                           Data processing         •  Visual inspection data
                              Initial
                              assessment                           •  Surveillance data (rut, profile, deflection)
                                                                   •  Condition assessment
                                                                   •  Demarcation of uniform sections
                                           Pavement evaluation and   •  Backcalculation of deflection data (if
                                           initial structural capacity   applicable)
                                                                               2
                                           estimation
                                                                   •  Initial structural capacity assessment
               Design                                              •  Uniform section reports
               Investigation                                       •  Test-pits and bulk samples for laboratory
                                                                      testing
                                           Additional testing      •  Relative movements at joints and cracks
                                                                   •  Cores and DCP tests
                              Detailed                             •  Detailed traffic survey
                              assessment
                                           Cause and mechanism of   •  Pavement condition and behavioural state
                                           distress                •  Distress manifestation and correlations
                                           Pavement situation
                                           description             •  Update uniform section reports
                                                                   •  Material availability and cost
                              Design       Practical and functional   •  Constructability
                              considerations  aspects              •  Performance adequacy
                                                                   •  Maintainability
                                           Identify rehabilitation   •  Eliminate weak layers and utilise existing
                                           options (design            strength
                                           alternatives)           •  Refer to design considerations (Section 3)
               Rehabilitation Design                                                               1
                                           Structural pavement     •  Select appropriate design method(s)
                                           design                  •  Prepare design method inputs
                                                                   •  Structural capacity estimation and design
                                                                   •  Decide on cost elements to consider
                                           Present worth of cost   •  Develop life cycle strategy for design
                                           (PWOC) analysis            alternatives
                                                                   •  PWOC calculation
               Economic Analysis
                                                                   •  Decide on different strategies
                                           Incorporation of        •  Assign probabilities and outcomes
                                           uncertainty             •  Calculate expected PWOC for each option
                                                                   •  Calculate expected PWOC for each strategy
              Note:
              1.  It is generally recommended that more than one design method is used to determine appropriate pavement structures.
              2.  Backcalculation  is  a  specialist  exercise  and  should  only  be  done  by  knowledgeable  engineers.    See  Chapter  6:  7.3.4.1  a
                 discussion on backcalculation.

              5.1  Design Investigation
              The first step for both new and rehabilitation design  is the design investigation.  The  main purpose is to gain a
              comprehensive understanding of the design  problem, the parameters  governing the  design and to obtain the
              necessary design inputs.  The importance of the activities associated with the design investigation should never be
              underestimated.  The eventual design is only as good as the information gathered during the design investigation,
              and incorrect design input from the design investigation may lead to significant design risk.

              The design investigation begins with determining, in conjunction with the road authority, the design strategy.  This
              includes determining the appropriate road category, design structural capacity, analysis and structural design periods
              and  possible  stage  construction.    The  design  strategy  may  also  be  influenced  by  the  future  maintenance  and
              rehabilitation  strategy  for  the  road.    For  example,  certain  roads  may  need  designs  that  do  not  require  frequent
              maintenance, to limit traffic disruptions.  Therefore, the life cycle strategy for the road needs to be determined.  For
              this, the initial traffic demand is required, which may be obtained from past traffic surveys on the road and road


                                       Section 5:  Pavement Investigation and Design Process
                                                         Page 55
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