Page 77 - Design Considerations Based on Quantitative Risk Assessments for Slopes
P. 77

Case Studies




               Federal Route FT185




               ▪       FT 185 Down-Slopes Statistics






                                 Very High, 2    High, 21                                                              Unacceptable, 0
                                                                                    Acceptable, 0





                                                  Medium, 79



                         Very Low, 260




                                                      Low, 163

                                                                                                     Tolerable, 525









                                     Hazard                                                            Risks
   72   73   74   75   76   77   78   79   80   81   82