Estimation of the Serviceability of Forest Access Roads

The purpose of this study was to ascribe attributes to forest access roads, to allow for estimation of their serviceability on the basis of their current condition. The approach estimates the quantity of timber that may be hauled through without critically damag-ing the flexible pavements. Seventy-two roads were classified on the basis of their surface conditions, subgradej material, and surface deflection as the strength parameter, for 40 and 60 t Gross Vehicle Weight. Using non-parametric statistical techniques, it was found that the surface quality of pavements was largely dependent on drainage conditions (co-efficient of determination rM 0.841, and that a strong relationship (r \ = 0.90) also existed between drain-age and the number of potholes. Pavements with peat subgrades were found to exhibit significantly higher critical deflections (5.6 mm) than pavements with mineral subgrades (1 mm), coupled with their inherent variability, it is arguable that visual classi-fication may not be suitable for such pavements. On the basis of these results, the serviceability of indi-vidual roads, in Equivalent Standard Axle Loads (ESAU was estimated. Potential pavement dam-age by a standard 6 axle timber haulage truck, of 40 t Gross Vehicle Weight, with a payload of 27 t, was evaluated to be triple that due to a standard axle (8.16 t)J Increasing the payload by about 10%J increased the ESAL required to transport a unit vol-ume of timber, hence potential pavement damage, by 20%. Consequently, a significant reduction in the serviceability of forest access roads may be in-curred by small overload margins that are usually ignored