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Best Practices Manual: Wildlife Vehicle Collision Reduction Study

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CHAPTER 3: CORRIDOR PLANNING AND DESIGN

While chapter 2 focused on the regional or statewide scale, this chapter focuses on mitigation at the corridor scale, such as a single reconstruction project (figure 5). Many of the principles applied at the regional scale are applicable to the corridor scale, but involve a different implementation.

WVCs should be considered at every step in the highway planning and design process. In order to guide the mitigation of WVCs at the corridor level:

Graphic image depicting sections 3.1 - 3.5 as explained in the paragraph above.
Figure 5. Corridor planning and design as part of a strategy for reducing WVCs.

3.1 STEP 1: TARGET SPECIES

Species differ in their habitat requirements and thus have different movement patterns. It is important to identify the target species early in the design process and to understand the movement patterns that need to be considered. Three types of animal movement are most commonly considered (figure 6):

Image depicting basic wildlife movements as explained above.
Figure 6. Basic wildlife movements (reprinted with permission from Trocmé et al. 2003). 10

3.2 STEP 2: ROAD ALIGNMENT CONSIDERATIONS

The location or alignment of a roadway can have a substantial impact on the magnitude of WVCs that may occur after the road is constructed. Thus, integration of transportation and conservation planning at the initial design stages, when location/alignment is discussed, is essential to addressing WVCs.

With this integration, the route can be laid out with consideration of animal presence, animal movements, and ecological processes. Typically these efforts are aimed at conservation, but they can also substantially reduce WVCs. Several models are used to assess the ecological impact on wildlife of new roadway alignment options:

Context sensitive design/context sensitive solution (CSD/CSS) processes are used to incorporate community values, aesthetics, and environmental and other priorities into the road design process. Using the CSD/CSS process could result in alignments that minimize the impact of WVCs. For more information on the overall CSD/CSS process, refer to the following web site and reports:

3.3 STEP 3: ROAD DESIGN CONSIDERATIONS

Consideration of some basic WVC mitigation principles in designing various elements of a highway could minimize the potential for WVCs. Some of these are discussed in the mitigations chapters (4 and 5) but could also be implemented as part of the initial highway design. The considerations mentioned in this section should be taken into account when designing roadways that have a high likelihood for WVCs:

Consideration 1: Steep Side Slopes

Slopes can hide approaching animals from a driver's view. The AASHTO Green Book recommends slopes of 1 m vertical to 1 m horizontal or flatter. 15 It further recommends that slope transitions be gently rounded. This geometry allows the driver a clear view of the area adjacent to the roadway (whether cut or fill). Designers should use steeper fill slopes with caution, as drivers may not be able to see animals approaching the roadway until the animal leaps over the guardrail. If a steeper fill slope is used:

Consider a flat area away from the road on the other side of the guardrail so that the animal and the driver are more visible to each other.
Box beam guardrail (figure 7) could be a good alternative to the more typical W-beam guardrail. Small- and medium-sized animals can easily cross under the box beam guardrail, and larger animals may be more visible to drivers. Box beam has the added benefits of being more aesthetically pleasing and causing less snow-drifting, although it is more expensive than W-beam and cannot sustain a second impact.

image of box beam guardrail as described above.
Figure 7. Example of box beam guardrail (copyright: Marcel Huijser).

Consideration 2: Known or Anticipated Hotspots

If no data exist on hotspots (e. g. , for a new road), one can anticipate that problem locations will likely exist at drainage crossings, known migration corridors, or known animal habitat. Ideally such potential problem areas are avoided or minimized during the planning process and selection of the road alignment. However, should these potential problem areas still be present in the final alignment, the designer should take extra caution to make animals visible to drivers at these locations by:

Minimizing curves.
Avoiding steep side slopes.
Providing wide clear zones.

Consideration 3: Culvert or Bridge Installations

Consider making the culverts and bridges that are built for purposes other than wildlife movement (e. g. , stream or river crossing, intersections with farm roads or other roads) wide enough to include opportunities for animals to cross under the road. This consideration relates especially to terrestrial animals that may require a bank on either side of a stream or river to cross under the road.

Consideration 4: Roadside Ditches and Drainage

Consider the impact of drainage on wildlife movement and attraction (drinking water, licking road salt).
Avoid creating pooled water in the right of way, which can induce the growth of vegetation that is attractive to animals.
Some wildlife will avoid crossing rip-rap. If rip-rap funnels animals to an undesirable crossing location, consider filling gaps in the rip-rap with sand and gravel (which may make it more conducive for animals to cross) or extend the rip-rap to a more suitable crossing location.

Consideration 5: Roadside Vegetation

Consider planting or seeding unpalatable plant species.
Consider plants that do not grow so tall as to visually obscure animals approaching the roadway.
Section 4.8.provides more detail on vegetation.

Consideration 6: Median Barriers

Concrete median barriers (figure 8) can cause problems for wildlife. When crossing the roadway, wildlife may pause at the barrier or turn around, increasing their time in the roadway. A summary of the literature by Clevenger and Kociolek found that "the general hypothesis is that concrete Jersey barriers may increase the risk of direct vehicle mortality [of wildlife]. " 16 Mitigations include:

Larger cutouts at the bottom for small to mid-sized species (figure 9).
Gaps in the barrier at strategic hotspot locations (figure 10).
Using cable barrier designs instead of concrete Jersey barriers.

Image showing long sections of median barriers.
Figure 8. Long sections of median barriers are thought to increase road mortality and reduce animal movements across the road. Note that the small cutouts at the bottom of concrete median barrier are designed for drainage but also allow small animal species to cross under the median barriers (copyright: Marcel Huijser).

mage showing concrete barriers with scuppers.
Figure 9. Concrete barriers with scuppers that allow small and mid-sized species to cross under the median barriers (copyright: A. P. Clevenger).

Image showing median barriers with openings.
Figure 10. Opening in median barriers designed to allow wildlife to cross the road and the median barriers (copyright: Marcel Huijser).

In summary, the designer should estimate the magnitude of the potential WVC problem and include adaptations when designing a road. If there are areas along the route that have a high potential for WVCs, the designer should consider including mitigations mentioned in chapters 4 and 5.

3.4 STEP 4: IDENTIFY AND PRIORITIZE LOCATIONS WHERE WILDLIFE CROSS THE ROAD

Even if WVCs are considered in road alignment and design, problem locations may still be found following construction. For the target species and the road segment considered, WVC priority locations should be identified and mitigated (see chapters 4 and 5 for mitigation options). There are several data sources that can be used to identify where wildlife cross the road:

3.5 STEP 5: DETERMINE SPACING OF CROSSING IF NEEDED

If the WVC mitigation measure itself causes a barrier to wildlife movement (i. e. fencing), animal crossing structures may be needed. These wildlife crossings opportunities should be located at identified sites where wildlife cross the road. This section provides guidelines on the spacing of these crossing opportunities based on the size of their home range.

When wildlife fencing is installed alongside a road, the barrier effect of the road corridor is increased. Depending on the species concerned, a wildlife fence may be an absolute or a nearly complete barrier. Such barriers in the landscape are to be avoided as they isolate animal populations, and smaller and more isolated populations have reduced population survival probability. Therefore, when a wildlife fence is installed, safe crossing opportunities for wildlife should be provided. This section discusses optimal distances between safe crossing opportunities.

The spacing of safe crossing opportunities for wildlife can be calculated in more than one way and is dependent on the goals one may have. Examples of possible goals are:

While population viability analyses can be very helpful in comparing the effectiveness of different configurations of safe crossing opportunities, the data required for such analyses are often unavailable or incomplete. Furthermore, the collection of such data is typically very time consuming and can be expensive, especially if multiple species are to be investigated. For this handbook the authors describe two alternative approaches:

Current Practice

Large mammal crossing structure spacing at eight different road sections in the United States and Canada are listed in Table 1.The average spacing for the large mammal crossing structures listed one per 2.1 km (1.3 mi). Note that this spacing does not necessarily have a biological basis, it simply provides a reference on the current practice for the spacing of these large-mammal crossing opportunities.

Table 1. Spacing interval of wildlife crossings for large mammals at existing and future road sections with crossing structures for wildlife.

Number
of crossings
Road length
km (mi)
Average spacing
km (mi)
Location (reference)
17 27 (17) 1.6 (1.0) SR 260, Arizona21
24 45 (28) 1.9 (1.2) Trans-Canada Highway Phase 1, 2 and 3A, Banff, Alberta 19
8 12 (7.5) 1.5 (0.9) Trans-Canada Highway Phase 3B, Banff, Alberta (Parks Canada, unpubl. data)
32 51 (32) 1.6 (1.0) Interstate 75, Florida 22
42 90 (56) 2.1 (1.3) U.S. Highway 93, Montana 23
16 24 (15) 1.5 (0.9) Interstate 90, Washington 24
4 24 (15) 6.0 (3.8.) U.S. Highway 93, Arizona 25
82a 72 (45) 0.9 (0.5) A-52, Zamora, Spain 26

aIncludes crossing for small and large mammals.

Spacing Based on Home Range Sizes

Another approach is to base the distance between safe crossing opportunities on the diameter of the home range of individual species. Estimates of the home range size for various species are presented in appendix A. Using this approach, the distance between safe crossing opportunities is simply set to the diameter of the home range of the species concerned (figure 11). This approach allows access to at least one safe crossing opportunity for individuals that have the center of their home range on the road (such as individuals "x" or "z" in figure 12). However, individuals that have their home range on both sides of the road do not necessarily have access to a safe crossing opportunity (such as individual "y" in figure 12). Finally, this approach assumes homogenous habitat and distribution of the individuals and circular home ranges, while in reality habitat and habitat quality may vary greatly, causing variations in density of individuals and irregularly shaped home ranges.

It should be emphasized that this approach may not necessarily maintain viable populations for every targeted species, and that not every individual that approaches the road and associated wildlife fence will encounter and use a safe crossing opportunity. In addition, the approach described above is not necessarily the only approach or the approach that addresses the barrier effect of the road corridor and associated fencing sufficiently for all species concerned. However, this approach:

Schematic representation of home ranges for two theoretical species projected on a road as explained above.
Figure 11. Schematic representation of home ranges for two theoretical species projected on a road, and the distance between safe crossing opportunities (distance is equal to the diameter of their home range).

Schematic representation of home ranges for three individuals (x, y and z) as explained above.
Figure 12. Schematic representation of home ranges for three individuals (x, y and z) with different locations for the center of each home range.

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