Wood In The Construction Of Forest Roads

The use of wood for road construction in biologically valuable areas seems to be a good alternative to solutions based on less ecologically-friendly materials. This study analyses the existing road surfaces constructed on timber log foundations and the selected properties of the wood taken from designated road sections—to measure the properties of durability. By Paweł Kozakiewicz and Grzegorz Trzciński, Warsaw University of Life Sciences

 

Road subgrades with poor-bearing soils are most frequently found in marshy forest areas with organic soils and in areas with mineral soils having impermeable layers in the subgrade profile. 

The total area of coniferous and deciduous forest habitats on wet and marshy soils and alder forests in the State Forests National Forest Holding in Poland amounts to 1,478,000 ha, which constitutes 16 percent of the total forest area. These are usually forest areas that are inaccessible or difficult to access, which is linked to the lack of road infrastructure.

Many authors, including Saunders et al. and Demir believe that forest roads can be defined as ecosystems because they occupy space in the natural environment in which matter and energy are exchanged. Among the ecological effects of road construction, the most important are the movement and erosion of soils as well as interference with hydrological processes. 

The construction and use of roads should be conducted, on the one hand, in compliance with the protection of the forest environment and, on the other hand, in accordance with the rational needs of logistics, the principles of traffic safety and road construction. 

Forest roads, despite their poor soil substrates, must be prepared for the heavy loads of wood transport.

The above premises provide support for the use of wood (a natural material) in forest road construction, especially in marshy areas, where high soil moisture will be conducive to its durability. 

Compared to other materials like geosynthetics and aggregates, wood is not a littering material for the environment, without the need for later remediation. In addition, processing wood into material suitable for road construction does not provide significant energy consumption. 

Also wood accumulates carbon absorbed by trees in the form of carbon dioxide from the atmosphere.

This is not a new solution, as the use of wooden roads dates back to the time of Neolithic culture, when passages through moors and marshes were built on timber logs. However, the question still valid today is: how long will such a road last?

 

Purpose & Scope

The aim of the study was to analyse the possibility of using timber logs for the construction of forest roads. The technical aspects, effects of road load-bearing capacity and durability, as well as the progressive degradation of the wood used in forest road construction were analysed. The analysis of forest road construction was conducted on substrates reinforced with timber logs.

To achieve the research aim formulated above, the following work was conducted and presented in this article:

(1)Identification of the technologies and applied solutions used to reinforce road subgrades with poor load-bearing capacity using timber logs;

(2)Analysis of the existing road surface construction over a substrate of timber logs;

(3)Analysis and testing of wood samples taken from selected road substrates.

 

Data On Forest & Test Sections

Data on forest roads constructed with timber log substrates were obtained from the information system and interviews with staff of forest districts of the State Forests in Poland. 

After a preliminary selection, roads were indicated for further verification in the field, their pavement construction and the construction technology used, and the result of this work was the establishment of test sections. In the test sections, field tests of the wood embedded in the roadbed were conducted and samples were taken for laboratory tests.

Their acquisition was preceded by a thorough analysis of the documentation, including the composition and construction of the road, soil type and field interviews—information obtained from the landowner on the annual moisture levels of a given area and groundwater levels.

On the basis of data from the forest inspectorates (forestry management) and field verifications of roads reinforced with wooden logs in areas of poor bearing soil, four forest inspectorates were selected for the road studies, where seven test sections were established.

The choice of road was determined by the following factors:

(1)The value and character must indicate a sufficiently high stream a heavy load (so that the section is a transport road and not an operating/harvesting track),

(2)Heavy vehicles must use the road (high-tonnage timber transport vehicles or others),

(3)The minimum width over which the reinforcement is applied is the width of the roadway,

(4)The timber logs were covered with foreign material or native soil,

(5)The character of the forest habitats is varied,

(6)The length of the reinforced section is appropriate for the study.

 

Wooden elements from the pavement and substrate of the forest roads placed in shallow layers of soil are mainly functioning in hazard class 4 according to EN 335:2013 standard. 

Class 4 is a very high threat category (favourable conditions for extensive threat) to the attack and decay of wood by fungi—this is the main cause of its destruction.

Each examined section of the roads (study plots) was excavated to reveal its wooden base. Individual layers of the roads construction were measured (thickness) and described. Samples in the form of disks were taken from whole sections of the timber logs at a distance of at least 30 cm from their tops, from knotless zones. 

In order for the samples to be representative of the entire wooden road surface and substrate, their collection was preceded by an organoleptic assessment of the condition of the wood were made using a metal millimetre probe in accordance with EN 252:214.

In order to assess the degree of wood degradation and loss of its values, the appropriate indicators of this process need to be selected. For the purpose of this study, the loss of wood density, modulus of elasticity and compression strength were parallel to the grain were the indicators considered.

Due to the absence of data on the initial properties of the wood examined (its properties before being laid in the road), they were determined indirectly. For this purpose, the width of annual increments was determined from the cross-section (from an area of the log with no defects, i.e., in the cross-section without knots). 

The width of annual growth increments in wet wood can be considered as a fixed (constant) feature. On this basis, using known correlations, the expected (initial) density and compressive strength parallel to the grain were determined. In order to confirm these values, a supplemental element was the reference wood taken from a tree stand near the log-reinforced road (it should be assumed that the wood used for road construction was not transported over long distances and that local raw material was used). 

The reference wood was taken from the same tree species as the wood extracted from the road substrate and had similar graininess and cambial age.

After seasoning (drying to an air-dry state), rectangular samples with cross-sectional dimensions of 20 × 20 mm and a length (length parallel to the grain) of 60 mm were cut out from the disk of the obtained log. The specimens were cross-cut (ISO 3129:2012) from the core to the original circumference of the log. After conditioning (to about 12 percent moisture content), wood density (ISO 13061-2:2014) and compression strength parallel to the grain (ISO/DIS 13061-17) were tested.

Slightly longer samples of 60 mm in length than the 30 mm required for the compression strength test allow for the modulus of elasticity to also be tested during the compression test parallel to the grain.

The obtained results were also statistically analysed. For the individual properties of the wood, the results of the tests were statistically elaborated, i.e., arithmetic mean, standard deviation, coefficient of variation as well as the percentage index of the precision of the test at the confidence level of 0.95) were determined.

To assess the state of the preservation of the wood (its degradation), a 4-point scale of initial property loss (density, modulus of elasticity parallel to the grain and compression strength parallel to the grain) was adopted:

Level 1—if the value of the given property has not changed (fluctuations up to 5 percent), it is full value wood (undegraded);

Level 2—if the value of the given property is reduced by 5–25 percent, the wood is partially degraded;

Level 3—if the value of the property is reduced by 25–50 percent, the wood is severely degraded,

Level 4—if the value of the property is reduced by more than 50 percent, the wood is destroyed.

 

Analysis results from four types of wood

Among the four types of wood analysed, the highest natural durability was observed for oak heartwood (class 2), while the lowest durability, regardless of the type of wood, was observed for sapwood (class 5).  A full description of the natural durability of wood taken from the roads in accordance with the EN 350:2016 classification.

The moisture content of wood in the substrate of all analysed forest roads (test sections) was high, i.e., over 50 percent. This was wet wood with a moisture content above the fibre saturation point, sometimes, especially in the sapwood zone, reaching even more than 200 percent, which indicates, at least indirectly, the partial degradation of its structure. 

 

The oak wood

The oak wood extracted from the forest roads of Rogóźno Forest District (section marked KR2W) in the Koło Forest Subdistrict was only heartwood, except for one sample—only the heartwood survived, with the sapwood completely decayed by fungi. These elements had small diameters, because the original share of sapwood in the volume of the wood was significant and can be estimated at about 25 percent to 50 percent. 

The heartwood, apart from radially running cracks, did not show any visual signs of damage. Wood from all the elements taken was juvenile wood, which mainly consisted of annual core growth increments.

Oak samples obtained from the forest road in an air-dried state (moisture content ca. 12 percent) showed a strict dependence of their density on graininess. As the width of the annual growth increments increased, starting from 2.3 mm to 4.7 mm, the average density of the wood increased, from 641 to 766 kg/m3. The reference wood of oak heartwood with a 2.9 mm grain size had a density of 640 kg/m3. 

To summarise, the heartwood of the oak elements from the forest road was fully preserved, while the sapwood was completely decomposed. Due to the significant volume share of sapwood in juvenile wood (up to 50 percent), we can consider that these elements were heavily degraded.

 

The Pine Wood

The pine wood obtained from the Rogóźno Forest District (section KR1W) of the Koło Forest Subdistrict is diversified in terms of average grain size: from 4.3 mm to 6.2 mm. In accordance with the typical dependence found for coniferous wood, samples with wider growth increments showed lower density, compression strength and modulus of elasticity. 

Samples showing that about five percent of their cross-sectional area was damaged by fungi had an average compression strength of about 39 MPa compared to the expected 45 MPa (a decrease of about 15 percent). In summary, using the density criterion, we can conclude that pine wood from the forest road in the Rogóźno Forest District of the Koło Forest Subdistrict is practically healthy (undamaged).

To summarise, on the basis of the pine wood tests, we can conclude that the pine wood has generally maintained its durability, but that elements with slightly reduced durability are present.

 

The Spruce Wood

The study of spruce wood from the forest road in Czereszenka Forest District (section SW) of the Stuposiany Forest Subdistrict indicates that it was partially infested by fungi and its preservation condition was varied. 40 percent of the samples had no visual changes, 20 percent showed partial changes and the remaining 40 percent showed strong changes. 

Samples having an unchanged visible appearance with an average graininess of 2.4 to 3.3 mm exhibited an average density of 382 to 522 kg/cubic metre. At the given graininess and moisture content, healthy spruce wood should have an average density of about 390 to 500 kg/cubic metre. 

Given the above, we can assume that the wood from these elements did not change significantly—it remained undamaged.

Using analogous comparisons of spruce wood exhibiting extensive changes visually is characterised by lover density. Healthy spruce wood should have an average density of approx. 400 to 440 kg/cubic metre at the specified grain size and moisture content. The density of the examined wood represents only about 70 percent of the density of healthy spruce wood at a comparable grain size.

This comparison is fully confirmed by the results of the reference spruce wood, where at a slightly larger average annual growth increment width of 3.7 mm, a significantly higher density of approx. 500 kg/cubic metre, a compression strength parallel to the grain of approx. 56 MPa and modulus of elasticity of approx. 4000 MPa were obtained.

Spruce wood from the forest road in Graszk Forest District of the Olsztyn Forest Subdistrict from the section marked OGW is wide-grained wood with an average width of annual growth increments of more than 4.5 mm. The density is appropriate to the width of the annual growth increments and is approximately 360 kg/cubic metre on average. The wood is still healthy and has not been damaged.

 

The Alder Wood

Alder wood from the forest road in section LW (of the forest road in Chmiel Forest District of the Lutowiska Forest Inspectorate) of Chmiel Forest District in the Lutowiska Forest Inspectorate shows an advanced stage of decomposition by fungi covering practically 100 percent of the cross-section of the samples obtained.

Alder wood taken from section LW of the forest road in Chmiel Forest District of the Lutowiska Forest Subdistrict is heavily degraded, which translates into a drastic decrease in the density of this wood as well as in the modulus of elasticity and compression strength parallel to the grain. The wood of alder, as a scattered vascular species, shows low variability in the width of annual growth increments. 

This factor has little influence on the physical and mechanical properties of this wood species. Relating the features of the wood from the forest road to the reference alder wood, a decrease in density from 25 percent to over 60 percent is visible. In the case of alder, the values of the coefficients of variation for density, compression strength and modulus of elasticity also indicate the degree of wood degradation. The higher the value of these coefficients, the greater the damage to the wood.

 

Higher Variability Of Properties

On the basis of the obtained results, we found that the material taken from the elements of the forest roads showed a high variability of properties. The obtained results of density, modulus of elasticity and compressive strength parallel to the grain (at a stabilised moisture content of about 12 percent) are significantly influenced, apart by graininess, also by the wood zone from which the samples were obtained, sapwood and hardwood as well as mature circumferential wood and juvenile core wood, including up to 20 first annual growth increments (shorter structural elements and a greater angle of inclination of the cellulose fibrils). 

In coniferous species, a strong dependence of strength properties on wood graininess and density may be additionally disturbed by excessive resin content or the presence of sclerenchyma, and in deciduous species by the presence of tension wood.

For the construction of new roads where test sections are to be selected, it would be appropriate to perform twin samples (one used for the construction of the road and one stored in dry conditions), which could be an excellent reference point for comparison in the future, replacing the wood currently harvested but far from perfect as a reference. 

Analyses regarding the estimation of wooden forest road construction and their technical specifications (e.g., surface bearing capacity) and useful life of this roads were the subject of another publication.

It should also be noted the durability of the wood depends of environmental conditions, the characteristics of the wood and also affected by time. In the analysed cases, probably the worst condition of alder wood resulted from its longest use on the road (almost 40 years). On the other hand, the spruce wood used for over 20 years was in a similar condition as the pine wood used for only five years.

Field studies are decisive for assessing the durability of wood. It is necessary to carefully visualise and measure the samples of the elements when they are taken so that they are representative of the forest road and allow the reference wood to be precisely selected. 

Due to the high natural variability of wood characteristics within a single species or even a single tree trunk, the reference material must be harvested from trees of the same cambial age and have similar visual characteristics (graininess, position of the core, possible defects) as the samples of wood taken from the pavement and substrate of a forest road.

The decay caused by fungi is not uniform—it is most intensive in the surface layers and especially on the top of the elements, therefore, in order to assess the durability of the wood and especially to verify this, several features need to be examined (density, compression strength, modulus of elasticity). 

Moreover, due to the individual character of the natural durability and the individual character of the dependence of particular features on wood graininess, each tree species should be considered separately, taking into account the following wood zones: sapwood and heartwood, as well as juvenile and mature wood.

On the basis of the conducted research, we found that in terms of durability and strength, the heartwood of oak is the most useful for the construction of forest road pavements and substrates. 

The next in order is pine wood, then spruce wood, and the least useful is alder wood. In addition to the natural durability of a species, the good condition of the wood is influenced primarily by the conditions in which it is used. Wooden substrates and pavements of forest roads are best suited in marshy areas.

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