Research Article

Optimization Model of Network-Level Pavement Maintenance Decision considering User Travel Time and Vehicle Fuel Consumption Costs

Table 8

The matrix used in the developed model.

CombinationRoutine maintenancePaving of overlayPaving of anti-skid layerPavement reconstructionStructural reinforcement

100.646306000.64630597080.6463059708
200.646306000.64630597080.6463059708
300.646306000.64630597080.6463059708
401.167624301.81393027661.8139302766
501.167624301.81393027661.8139302766
601.167624301.81393027661.8139302766
701.465754903.29394685463.2939468546
801.465754903.29394685463.2939468546
901.465754903.29394685463.2939468546