UTILIZATION OF SHREDDED WASTE PLASTIC BAGS AND WASTE SUGAR CANE ASH IN BITUMEN AND BITUMINOUS MIX FOR IMPROVED ROAD PERFORMANCE

Abstract

With the expansion of road network in Kenya, care should be taken to construct road pavement that will lasttheir designed life if not to outlive it. Bitumen is a major component in road construction material providing itsability to sustain traffic road. Bituminous paved road fail or get damaged if it is no longer able to sustain trafficor other environmental loading. They fail through poor road maintenance, pot-hole development, overloadingamong other factors. Convectional bitumen can be modified using waste sugar cane ash (WSCA) and shreddedwaste plastic bags (SWPB) to improve its mechanical properties as well as solving the disposal issue.The mainobjective of this study is to understand the fundamental behaviour of modified bitumen, evaluate itsmechanical property, and determine optimum mix proportion of the waste to modify bitumen.The modifiedbitumen and aggregates used in this study were taken through the standard tests to ascertain their suitabilityin road construction. Marshall Stability test was conducted to determine bitumen optimum content, stabilityand flow on the modeled briquette. The results gotten from the modified bitumen and aggregates were withinthe recommended standard specifications. The optimum bitumen content is 5.4% and a stability of 12600N.Penetration index (ranges 61-68) and softening point (51.3 – 57.8). The aggregates strength (20.6%), waterabsorption (0.69%) and weathering (2%).The modified bitumen has the ability to withstand high temperature,heavy load and this will minimize the development of rutting and cracking of the wearing course reducingseepage through the pavement surface. It is recommended that the convectional bitumen commonly used inKenya 80/100 should be modified using WSCA and SWPB to make it a better binder for road construction.