Abstract

Forest road networks are exposed to damage by traffic, climate, timber harvesting and vegetation. To maintain their functionality, they must be maintained regularly. Periodical maintenance is required when the forest road surface layer is deteriorated and eroded. Well-graded material is required for replacing the forest road surface and often has to be sourced from gravel storage areas, which is costly and requires a large number of truck trips. Therefore, converting non-graded aggregate available on site into well-graded aggregate with a mobile stone crusher is considered a viable alternative.The present study was carried out during a periodical maintenance treatment at the Bavarian State Forest Enterprise and the effect of employing a mobile stone crusher was evaluated with regard to (1) forest road load bearing capacity development during a one-year period post-treatment, (2) particle size distribution of the surface layer material before and after crushing, and (3) its cost compared to other alternatives. Samples were collected pre- and post-operation for particle size distribution analysis, load bearing capacity was measured repeatedly with a light falling weight deflectometer and compared to an untreated reference section and cost of the treatment was compared to two alternatives.The mobile stone crusher was capable of reducing the non-graded to well-graded/close-to-well-graded material and particle size distributions aligned well with the recommendations for lime-water bonded surfaces. Load bearing capacity exceeded the threshold of 40 MN m-2 (Evd, elastic modulus dynamic) for primary forest roads at all times. It increased significantly after the treatment and remained on a significantly higher level throughout the following year. Absolute and relative increases were higher than on the untreated reference section. The treatment variant involving a mobile stone crusher and material available on site was substantially cheaper (5.31 € m-1) than to supply non-graded (16.29 € m-1) or well-graded (19.82 € m-1) material by truck. Material and transport costs represented 67% and 82% of the total costs in the latter two cases. It can be concluded that mobile stone crushers are capable of producing at least close-to-well-graded forest road surface aggregate and that forest road load bearing capacity can be significantly and lastingly increased at only a part of the costs of the alternatives. A maximum of cost and resource efficiency and environmental soundness can be attained when enough surface aggregate is available on site. If this is not the case, sourcing non-graded material as local as possible is the next best alternative.

Highlights

  • Forest road networks provide access to forest resources, enable transport of timber from the forest to the mill and are a prerequisite for efficient and sustainable forest management (Uusitalo 2010)

  • The forest road surface layer is eroded over time by heavy rains, which wash away small size particles and cause subsequent release and rolling away of coarser particles, and vehicle tires that dislodge and disperse the material

  • Three test sections (A to C) of 300 to 400 m length were selected along the 6730 m long Glaswald forest road, a road section built between 1970 and 1980, which was subjected to the maintenance treatment

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Summary

Introduction

Forest road networks provide access to forest resources, enable transport of timber from the forest to the mill and are a prerequisite for efficient and sustainable forest management (Uusitalo 2010). The purpose of the surface layer is to absorb the shear stresses exerted by vehicle wheels, protect the base layer from penetration by rainwater and erosion by vehicle wheels and precipitation. It ensures trafficability and traffic safety and drains off rainwater (Kuonen 1983). The thickness of the forest road surface layer, and its load bearing capacity, decrease (Kuonen 1983, Ryan et al 2004)

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