Page 50 - UNIT 5- FLEXIBLE PAVEMENT DESIGN
P. 50

Civil Engineering Department  | DCC3113 : Highway & Traffic Engineering




                                                                 Exercise





          Chess of road                                            JKR 05
          Initial daily traffic volume (ADT)                       3300 per lane

          % of commercial vehicle                                  15%
          Annual growth rate                                       7%

          Carriageway & Shoulder width                             7 m ; 2 m
          Sub-grade CBR                                            8%

          Rolling terrain
          Base material                                            Cement stabilized

          Sub-base material                                        Crushed aggregate




















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          Prepared by : SITI ZURAIFA BINTI MD SAH, zuraifa@pmu.edu.my
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