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    <title>Transport Research International Documentation (TRID)</title>
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    <copyright>Copyright © 2026. National Academy of Sciences. All rights reserved.</copyright>
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    <managingEditor>tris-trb@nas.edu (Bill McLeod)</managingEditor>
    <webMaster>tris-trb@nas.edu (Bill McLeod)</webMaster>
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      <title>Transport Research International Documentation (TRID)</title>
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    <item>
      <title>Evaluation of Desert Bighorn Sheep Overpass Effectiveness: U.S. Route 93 Long-Term Monitoring</title>
      <link>https://trid.trb.org/View/1516583</link>
      <description><![CDATA[During the planning stage of upgrading U.S. Route (U.S.) 93 from a two-lane highway to a four-lane divided highway, there were concerns for the local desert bighorn sheep (DBS) population. Vehicle collisions with DBS were estimated at 11 per year prior to reconstruction and would likely increase after reconstruction. To overcome collision concerns, the Arizona Department of Transportation (ADOT) integrated three overpass (OP) structures—two 50 feet wide and one 100 feet wide. They are Arizona’s first wildlife OPs and North America’s first OPs for DBS. These OPs, along with three culverts and the dry washes under two bridges, were linked with fencing to limit DBS access to U.S. 93 and guide DBS to the safe crossings. From March 2011 through March 2015, researchers evaluated the success of these mitigation measures with video and still cameras, Global Positioning System collars on DBS, and DBS-vehicle collision monitoring. DBS used the OPs (5862 crossings) more than the dry washes under the bridges (474 crossings) and more than the culverts (195 crossings). Passage rate (crossings/approaches) at the OPs increased by 210 percent from years one to four of the study. Collared DBS crossings and passage rates increased by 100 percent and 1367 percent, respectively, from years one to four. DBS shifted their distribution of crossings more evenly across the study area and crossings became focused at crossing structures. Vehicular collisions with DBS were reduced by 68 percent in the first two years of monitoring until ADOT maintenance personnel addressed DBS breach points, after which only one vehicle-killed DBS was documented during 2011-2015, accounting for an 86 percent reduction overall and a 97 percent reduction in the years following repair of the fence breaches. These findings indicate that appropriately located 50-foot-wide overpasses connected with 7- to 8-foot ungulate-proof fencing, along with animal escape ramps, can reduce DBS-vehicle collisions and promote habitat connectivity. Post-construction monitoring can document effectiveness of mitigation measures and quickly identify areas of DBS access for modification or maintenance, to ensure long-term success of the measures.]]></description>
      <pubDate>Tue, 03 Jul 2018 17:41:02 GMT</pubDate>
      <guid>https://trid.trb.org/View/1516583</guid>
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      <title>Construction Guidelines for Wildlife Fencing and Associated Escape and Lateral Access Control Measures</title>
      <link>https://trid.trb.org/View/1515581</link>
      <description><![CDATA[This report describes the current state of knowledge and practice regarding the design, implementation and maintenance of wildlife fencing and associated escape and lateral access control measures. The state of knowledge and practice was summarized through a literature review (Chapter 2) and a survey among practitioners and other people who work with wildlife fencing and associated mitigation measures (Chapter 3). The main function of wildlife fencing is to keep wildlife off the highway, but wildlife fencing also helps funnel wildlife to safe crossing opportunities (at-grade, underpasses or overpasses). It is considered good practice to not increase the barrier effect of roads and traffic for wildlife without also providing for safe and effective crossing opportunities for wildlife. Therefore the authors of this report suggest to always combine wildlife fencing with safe crossing opportunities for wildlife. Based on cost-benefit analyses (Chapter 4), the authors of this report suggest that mitigated road sections for large mammals should perhaps be at least 3-5 km long, if the objective is to keep the average costs per kilometer mitigated road to a minimum. Shorter mitigated road sections have relatively high costs per kilometer of road. The authors of this report provide recommendations based on the current knowledge and experience of researchers and practitioners, and identify the most pressing research questions related to wildlife fencing and associated measures (Chapter 5 and 6).]]></description>
      <pubDate>Mon, 18 Jun 2018 12:26:52 GMT</pubDate>
      <guid>https://trid.trb.org/View/1515581</guid>
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    <item>
      <title>Wildlife-Vehicle Collision Mitigation on State Route 260: Mogollon Rim to Show Low</title>
      <link>https://trid.trb.org/View/1483161</link>
      <description><![CDATA[Wildlife-vehicle collisions (WVC) account for 32 percent of all collisions along State Route (SR) 260 above the Mogollon Rim (Rim). To facilitate projected traffic volumes and improve design standards from Overgaard to U.S. Route 60, the Arizona Department of Transportation first initiated a Location/Design Concept Report (L/DCR). This research study then was initiated to inform and adjust preliminary solutions to address WVC and maintain habitat connectivity along SR 260 from the Rim to Show Low (mileposts 280-340). The primary objectives were to evaluate elk and deer movements along SR 260 and spatial and temporal WVC patterns, before then recommending locations for wildlife crossing structures. The research team used Global Positioning System (GPS) and WVC data and additional factors to identify 18 priority one mile segments for consideration of wildlife crossings. The team also made recommendations for right-of-way wildlife-exclusion fencing, wildlife crossings, escape ramps, lateral access roads, and maintenance considerations.]]></description>
      <pubDate>Tue, 03 Oct 2017 17:30:10 GMT</pubDate>
      <guid>https://trid.trb.org/View/1483161</guid>
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    <item>
      <title>Testing New Technology to Restrict Wildlife Access to Highways: Phase 1</title>
      <link>https://trid.trb.org/View/1483616</link>
      <description><![CDATA[Wildlife mitigation systems are as good as the weakest link. Often this is the wildlife exclusion barriers at vehicle access points in wildlife exclusion fencing (8 feet, 2.4 m high). The objective of this research was to find new technology solutions to reduce wildlife access to highways at single cattle guard barriers by augmenting the guards with a product that was as effective as the best deterrents, double cattle guards and wildlife guards. The study first looked at effectiveness of existing barriers with camera traps at 14 locations. In the second step, electric pavement strips were placed in front of single cattle guards at six baited wildlife exclosures in a wild area, in widths of three and four feet. Finally, an electric pavement strip, three feet (0.9 m) wide, in front of an existing single cattle guard at a road interchange at I-15, Exit 31 was evaluated. Double cattle guards and wildlife guards were the most effective design at excluding mule deer from entering roadways; effectiveness was 87-94 percent in deterring the individual animal approaches. Single cattle guards augmented with electric pavement at baited wildlife exclosures were 91 percent effective in deterring mule deer individuals. Electric pavement at the in-road cattle guard was 64 percent effective in deterring individual mule deer approaches. Recommendations include further research on widths of electric pavement in various settings, and standards within the Utah Department of Transportation (UDOT) that include double cattle guards and wildlife guards as the current preferred barrier, and escape ramps near all barriers because no barrier is 100 percent effective in keeping wildlife from entering fenced roads.]]></description>
      <pubDate>Tue, 03 Oct 2017 17:30:10 GMT</pubDate>
      <guid>https://trid.trb.org/View/1483616</guid>
    </item>
    <item>
      <title>Testing New Technology to Restrict Wildlife Access to Highways: Phase 2</title>
      <link>https://trid.trb.org/View/1483617</link>
      <description><![CDATA[In wildlife mitigation systems, the weakest link is often the wildlife exclusion barriers at vehicle access points in wildlife exclusion fence (8 feet, 2.4 m high). The objective of this research was to evaluate the ability of electric pavement installations to reduce mule deer breaches into wildlife exclusion fenced areas of highways. Along Interstate 15 (I-15) a three-foot (0.9 m) wide strip of electric pavement was placed in front of an existing single cattle guard at an access road at an interchange to improve its effectiveness in deterring mule deer from entering the I-15 corridor. Installations of six-foot wide (1.8 m) electric pavement were placed across two road locations at wildlife fencing ends; one on US Highway 89 (US 89) East of Kanab, and one on US Highway 191 (US 191) south of Monticello. Camera traps were placed at the edges of all three installations to evaluate mule deer interactions with the pavement installations and evaluate pavement effectiveness. Overall, electric pavement treatments were 46 to 50 percent effective in deterring mule deer from entering fenced areas of highway, similar to single cattle guards in their effectiveness in deterring mule deer from entering fenced road areas (53 percent). The cameras at the fence ends at US 191 and 89 documented ten times more mule deer in the right-of-way than were documented moving near the electric pavement. Recommendations include exploring wider widths of electric pavement, delivering electric shock at the edge of the pavement and asphalt, and evaluating if such barriers are needed. The Utah Department of Transportation (UDOT) should continue to use double cattle guards and wildlife guards as the preferred wildlife barriers at fence ends and access roads along wildlife fence.]]></description>
      <pubDate>Tue, 03 Oct 2017 17:30:09 GMT</pubDate>
      <guid>https://trid.trb.org/View/1483617</guid>
    </item>
    <item>
      <title>Effectiveness of Nest Site Restoration for the Endangered Northern Map Turtle: Report 2: Use of Artificial Nesting Sites and Wildlife Exclusion Fence to Enhance Nesting Success</title>
      <link>https://trid.trb.org/View/1436194</link>
      <description><![CDATA[The Northern Map Turtle, Graptemys geographica, is a Maryland state endangered species, found only in the lower Susquehanna River in Maryland. The only area where nests of this species are not heavily impacted by predators occurs in the town of Port Deposit. However, the Port Deposit nesting site is the location for a new environmental education center dedicated to the Susquehanna River and its animal and plant life, including the Northern Map Turtle. The plans for the environmental education center call for establishment of a secured nesting area for Map Turtles that will be surrounded by a wildlife exclusion fence that will both prevent disturbance of female Map Turtles while they are nesting and which will prevent turtles from reaching areas where they may be killed by traffic or harassed by humans. How Map Turtles will react to such a restriction to their nesting sites is unknown. Turtles could seek to evade the fence or abandon the area entirely. The objectives of this project were to (a) test how female Map Turtles reacted to a wildlife exclusion fence, (b) whether females would make use of a series of artificial nesting mounds to improve soil conditions, and (c) whether confining females to a limited area resulted in higher levels of human disturbance. Although some females evaded the fence early in the nesting season, most nests were dug within the fence perimeter and disturbance by visitors was minimal. Nest success was not quite as high as in previous years, possibly a result of poor drainage conditions around the fence used. The first known predation event within the town limits was documented, as was the attitude of the public towards the turtle. Specific recommendations are made for improving the nesting area and working with the public to reduce disturbance to the turtles while nesting.]]></description>
      <pubDate>Mon, 05 Dec 2016 15:41:45 GMT</pubDate>
      <guid>https://trid.trb.org/View/1436194</guid>
    </item>
    <item>
      <title>One-Way Gates in Wildlife Fencing to Reduce Wildlife-Vehicle Collisions for Small- and Medium-Sized Animals</title>
      <link>https://trid.trb.org/View/1344337</link>
      <description><![CDATA[The California Department of Transportation (Caltrans) uses wildlife fencing to keep animals from rights-of-way. One-way gates, typically designed to allow large animals such as deer to return to their habitat, sometimes allow small animals to enter the highway. Caltrans seeks to identify one-way gate designs that will deter small- and medium-sized mammals from entering the right of way. While no existing research was found, an NCHRP project currently in process should provide comprehensive guidance. This preliminary investigation also includes suggestions from experts regarding escape measures that could be tested with small animals.]]></description>
      <pubDate>Tue, 31 Mar 2015 09:07:28 GMT</pubDate>
      <guid>https://trid.trb.org/View/1344337</guid>
    </item>
    <item>
      <title>Using Global Positioning System Technology to Determine Wildlife Crossing Structure Placement
and Evaluating Their Success in Arizona, USA</title>
      <link>https://trid.trb.org/View/1346361</link>
      <description><![CDATA[Correct placement of wildlife crossing structures (i.e. underpasses and overpasses) is essential to their success in maintaining wildlife permeability across roadways. Global Positioning System (GPS) technology has proven to be an invaluable tool for placing wildlife crossing structures and fences and for evaluating their effectiveness. The Arizona Game and Fish Department (AGFD), Arizona Department of Transportation (ADOT), and Federal Highway Administration (FHWA) and various federal land agencies are cooperating to locate passage structures and funnel fencing for wildlife and to evaluate their effectiveness through the use of GPS technology.To date, the authors have fitted >500 animals with GPS collars providing >2,000,000 locations to determine crossing structure and fence placement, during-construction wildlife behavior, and post-construction responses for elk (Cervus elaphus), mule deer (Odocoileus hemionus), white-tailed deer (Odocoileus virginianus), American pronghorn (Antilocapra americana), desert bighorn sheep (Ovis Canadensis ), and desert tortoise (Gopherus agassizii). Wildlife-vehicle collision (WVC) data is also useful for identifying crossing structure locations; however, this method cannot be used for species that avoid crossing roads. For example, declining populations of pronghorn are bisected by US highway 89, but no WVC data exists here for this species (Dodd et al. 2009). Therefore, the authors are using GPS data exclusively to determine where pronghorn approach the highway hopefully indicating where they may use yet to be constructed wildlife crossing structures. To date, the authors have collected >120,000 GPS locations (taken every two hours) to recommend crossing structure placement for this project. A similar “data-driven” approach was used along US 93 to provide recommendations for placement of three desert bighorn sheep overpasses to be completed in 2010 (McKinneyand Smith 2007). WVC data obviously is absent in areas where roadways did not exist, such as realignments or new highways. Therefore, along the proposed US 95 realignment, AGFD is studying pre-construction desert tortoise movements to determine crossing structure placements sufficient to allow tortoise safety and permeability once the highway is built. Although reduction of WVCs is an important measure, WVC reduction alone does not tell the whole story. Promoting wildlife permeability is also important. For instance, along an 8-km stretch of State Route 260, where crossing structure frequencies were 1.1 structure/km, Dodd et al. (2007a) documented a >80% reduction in elk-vehicle collisions following the implementation of funnel fencing linking crossing structures. Here, GPS passage rates showed that permeability did not change following upgrade of the highway. In contrast, elsewhere on SR 260, where crossing structure were spaced 2.4 km apart, WVCs were reduced by >95% following fencing connecting crossing structures. However, permeability dropped by 70%; so although WVC rates declined, the overall effect could not be determined by WVC alone. Pre- and post-construction GPS movement data are needed to show changes in permeability following reconstruction of highways. The authors provide methods and various examples of the use of GPS movement data in Arizona so that highway and wildlife managers alike may be able to use this technology in planning and monitoring their own wildlife-friendly highway projects.]]></description>
      <pubDate>Tue, 31 Mar 2015 09:06:34 GMT</pubDate>
      <guid>https://trid.trb.org/View/1346361</guid>
    </item>
    <item>
      <title>Unleashing the potential: Animal protection thrives under wildlife crossing</title>
      <link>https://trid.trb.org/View/1343057</link>
      <description><![CDATA[While various techniques are used to minimize wildlife-vehicle collisions, this article focuses on one that has grown in popularity over the past decade: the addition of wildlife fencing and crossing structures into highway infrastructure. The goal is to divert wildlife away from motorist throughways, thus making roadways safer, while also reducing habitat fragmentation and increasing landscape connectivity. Nevada, like many states, has integrated safety crossings into its transportation infrastructure, as well as documented the benefits of its investments, as presented here.]]></description>
      <pubDate>Thu, 26 Feb 2015 10:03:48 GMT</pubDate>
      <guid>https://trid.trb.org/View/1343057</guid>
    </item>
    <item>
      <title>Development and Evaluation of Devices Designed to Minimize Deer-Vehicle Collisions (Phase II)</title>
      <link>https://trid.trb.org/View/1123389</link>
      <description><![CDATA[The authors evaluated behavioral responses of captive white-tailed deer to visual and physical barriers designed to minimize deer-vehicle collisions, determined effects of exclusion fencing on movements of free-ranging deer, and further tested the visual capabilities of deer, as related to potential mitigation strategies. They tested the efficacy of several fencing designs and that of a layer of rip-rap rock for restricting movements of captive deer. Woven-wire fences <1.8 m tall, similar heights of opaque fencing, and rip-rap rock were ineffective. Both 1.8-m and 2.4-m woven-wire fences were relatively more effective. Woven-wire fences >2.1-m tall and 1.2-m woven-wire fences with a top-mounted outrigger were most effective. The authors studied movements of free-ranging deer before and after construction of 1.6-km of 2.4-m woven-wire and 1.6-km of 1.2-m woven-wire with a top-mounted outrigger. Fencing did not affect deer home range size, and deer often circumvented fence ends. Daily deer movements in response to fencing were reduced by 98% and 90% for the 2.4-m and outrigger designs, respectively. The outrigger design has potential for reducing collisions because of its relative affordability and ability to function as a 1-way barrier. To further test deer vision, as related to deterrents to roadway crossing, the authors developed an automated system for training deer to associate a white-light stimulus with a food reward. Each of six captive deer correctly identified the positive reward in >75% of trials by Day 19. This system will be used to further characterize the visual thresholds of deer, and to test innovative roadside mitigation strategies.]]></description>
      <pubDate>Thu, 01 Dec 2011 07:58:44 GMT</pubDate>
      <guid>https://trid.trb.org/View/1123389</guid>
    </item>
    <item>
      <title>An Investigation into the Use of Road Drainage Structures by Wildlife in Maryland</title>
      <link>https://trid.trb.org/View/1117568</link>
      <description><![CDATA[The research team documented culvert use by 57 species of vertebrates with both infra-red motion detecting digital game cameras and visual sightings. Species affiliations with culvert characteristics were analyzed using χ² statistics, Canonical Correspondence Analysis (CCA), ANOVA, and t-tests for 12 species (northern raccoon, Virginia opossum, domestic cat, woodchuck, great blue heron, red fox, humans, white-tailed deer, gray squirrel, Norway rat, gray fox, and white-footed or deer mouse) that occurred in more than 30 culverts. Culvert width and length were the most important variables according to CCA. Nearly all of these 12 species exhibited greater use of culverts with lower mean water depth, except for great blue heron, which used culverts that had deeper water (P = 0.014) more frequently. White-tailed deer (n = 1,903 in 63 culverts) were not strongly associated with a particular culvert shape (χ² = 5.589, 2 df, P = 0.061) or substrate type (χ² = 7.462, 5 df, P = 0.188). White-tailed deer used culverts less often when there was no fence on either side of the highway (χ² = 26.491, 5 df, P < 0.001). The number of road-killed deer was generally less in areas receiving high use of culverts by deer, although there were notable exceptions. White-tailed deer used culverts in the Maryland Piedmont region more frequently (F[3, 261] = 5.995, P = 0.001). Northern raccoons were the most prevalent species in the camera survey, occurring in 246 of the 265 (93%) sampled culvert cells. Green frogs were the most abundant herptile species, sighted in 38 culverts. Box culverts were the most frequently used type of culvert for nest building by both barn swallow (χ² = 7.474, 1 df, P = 0.006) and eastern phoebe (χ² = 18.292, 1 df, P < 0.001). Our results can be used to better design or retrofit culverts to improve wildlife-habitat connectivity and reduce wildlife-vehicle collisions.]]></description>
      <pubDate>Fri, 30 Sep 2011 16:13:05 GMT</pubDate>
      <guid>https://trid.trb.org/View/1117568</guid>
    </item>
    <item>
      <title>The Effectiveness of Wildlife Crossing Structures for Black Bears in Madison County, North Carolina</title>
      <link>https://trid.trb.org/View/1113073</link>
      <description><![CDATA[Roads have become an integral part of our society, but recently society has begun to realize the ecological impact that roads have on their surroundings. One major effect that roads have on large mammals is creating a barrier to movement of individuals both between and within populations. In an effort to alleviate this problem on a new interstate project, the North Carolina Department of Transportation constructed 2 8 x 8 ft (2.4 x 2.4 m) concrete box culverts on I-26 in Madison County, North Carolina, intended for use by North American black bears (Ursus americanus). Black bears have been observed using a variety of crossing structures, and it is not known what type of design best suits their needs. To determine the effectiveness of these crossing structures, each culvert’s wildlife activity was recorded by Cuddeback digital still cameras. In addition, digital video data were captured at one of the culverts and sampled to detect wildlife use of the culvert. From these data, detection probabilities and an overall estimate of wildlife use were calculated. Wildlife crossings at other structures along the roadway were also recorded, specifically at culverts built to carry streams under the interstate. Also, still cameras were installed at a few likely crossing locations along the roadway in an attempt to capture black bear presence adjacent to the roadway. Lastly, local residents were solicited for their crossing observations. Data were collected for at least a year, with some cameras running over a year. During that time 1,715 pictures were taken by the still cameras, and 152 clips of animal activity were collected from the video data. Black bears were detected or reliably reported along I-26 12 times, twice inside Culvert 2. A black bear was detected crossing the road at Culvert 2 4 times, with 1 instance resulting in a bear-fatal vehicle collision. A geographic information system (GIS) model was created to locate areas of possible high black bear movement in Madison County. While the primary goal was to evaluate the location of the culverts and predict bear crossing locations along the I-26 roadway, a secondary goal was to create a tool that could be used to aid in the placement of black bear crossing structures on future roads in the southern Appalachian Mountains. The general concept of the model is that every landscape variable included influences black bear movement to a certain degree, either in a positive or negative manner. To determine each variable’s weight, a group of black bear researchers with experience in the southern Appalachian Mountains was surveyed. The weights of all variables were added together to determine total bear movement values for each cell of the map. The map produced by combining the weights for all factors contained values ranging from –317 to 239, with negative values representing areas that impede black bear movement, and positive areas representing areas that promote it. Most of the cells contained positive values (385,973 cells); only 81,066 cells (17.35% of all cells) contained negative values. Black bear movement locations were collected along I-26 in order to validate the model. Values for the known bear locations were significantly different from the entire set of movement values (Chi square = 25.78, p = 0.002218, df = 9), and significantly different from the movement values within 1640.42 ft (500 m) of I-26 (Chi square = 47.12, p = 3.75 e to the -7 power, df = 9). Visually comparing the 2 sets of values indicated that most of the area near the interstate deterred bear movement, and bears chose locations with more positive movement values to actually move through. Bears have been detected in the area of the crossing structures, but have been rarely detected in them. This indicates that they are placed in fairly appropriate locations, which the GIS model confirms. However, wildlife use of crossing structures is thought to be influenced by a myriad of other factors, including human use, vehicle traffic levels, structure design, and wildlife fencing. Two factors can be addressed in an attempt to improve the crossing rates of black bears through the culverts on I-26: human use of the structures and the lack of wildlife fencing. Human use of the culverts could be discouraged by hanging signs and educating the public. Extending wildlife fencing from the culvert entrances could increase bear use of the culverts by funneling bears to the culverts to cross under the interstate.]]></description>
      <pubDate>Thu, 18 Aug 2011 16:07:37 GMT</pubDate>
      <guid>https://trid.trb.org/View/1113073</guid>
    </item>
    <item>
      <title>Validity of the prey-trap hypothesis for carnivore-ungulate interactions at wildlife-crossing structures</title>
      <link>https://trid.trb.org/View/1103210</link>
      <description><![CDATA[Wildlife-crossing structures, such as underpasses and overpasses, and wildlife-exclusion fencing are becoming increasingly common features of highway projects around the world. The prey-trap hypothesis suggests that predators exploit crossing structures to detect and capture prey. This hypothesis predicts that prey species' use of crossings increases the probability that predators will attack prey, and that predation events occur closer to a highway after the construction of fences and crossing structures. The authors examined interactions between ungulates and large carnivores at 28 wildlife crossing structures along 45 km of the Trans-Canada Highway in Banff National Park, Alberta. The authors obtained long-term records of kill sites (locations where ungulates were killed) before and after crossing structures were built. The authors also placed remote, motion-triggered cameras at two crossing structures. After more than 32,000 visits over 13 years, the authors found only five kill sites near crossing structures . The authors found no evidence that predator behavior at crossing structures is affected by prey environment. These results suggest that interactions between large mammals and their prey at wildlife-crossing structures in Banff National Park cannot be explained by the prey-trap hypothesis.]]></description>
      <pubDate>Wed, 22 Jun 2011 07:58:19 GMT</pubDate>
      <guid>https://trid.trb.org/View/1103210</guid>
    </item>
    <item>
      <title>Bozeman Pass Post-Fencing Wildlife Monitoring</title>
      <link>https://trid.trb.org/View/1099045</link>
      <description><![CDATA[The Bozeman Pass transportation corridor between Bozeman and Livingston, Montana, includes Interstate 90 (I-90), frontage roads, and a railroad. The highway was a suspected barrier and hazard to animal movement in the Bozeman Pass area, which is considered a corridor for wildlife moving north and south between the Greater Yellowstone Ecosystem and other habitat. In 2007, wildlife connectivity measures were incorporated into the reconstruction of a Montana Rail Link (MRL) bridge. These measures included wildlife exclusion fencing along approximately one mile of I-90, four jump-outs, cattle guards, and landscape design modifications. Data on wildlife crossings and animal–vehicle collisions (AVCs) were collected before and after construction to evaluate the effectiveness of the mitigation measures in reducing AVCs and allowing for animal movements under the highway. Ungulate–vehicle collisions (UVCs) decreased significantly inside the fenced roadway post-installation. There has not been a significant increase in UVC rates at either the fence ends or in the study area as a whole. Track-bed and remote camera data indicate increased wildlife movement under the MRL bridge and through culverts. An analysis of road kill density before and after fencing suggests that one road kill hotspot was been mitigated but that others remain. Suggestions for further mitigation as well as modifications to the jumpouts and fence ends are presented. Because the mitigation measures were added to a structure replacement project and largely made use of existing landscape features, the cost of the project was lower than direct installation of new mitigation measures. In three years post-fencing, the reduction in UVCs has resulted in savings that are greater than the cost of installation. Incorporating wildlife connectivity measures into scheduled road projects early in the planning stages can be a cost-effective way to reduce AVCs and preserve healthy wildlife populations]]></description>
      <pubDate>Fri, 15 Apr 2011 12:16:13 GMT</pubDate>
      <guid>https://trid.trb.org/View/1099045</guid>
    </item>
    <item>
      <title>US 93 Post-Construction Wildlife-Vehicle Collision and Wildlife Crossing Monitoring and Research on the Flathead Indian Reservation between Evaro and Polson, Montana: Annual Report 2010</title>
      <link>https://trid.trb.org/View/1086134</link>
      <description><![CDATA[This first annual report contains a preliminary summary for work conducted in 2007-2009 and related to the US 93 wildlife mitigation evaluation project.  The mitigation measures along US 93 consist of wildlife fencing combined with wildlife underpasses and overpasses, jump-outs, and wildlife guards at access roads.  The research objectives relate to investigating the effect of the mitigation measures on human safety (an expected reduction in wildlife-vehicle collisions), habitat connectivity for wildlife (wildlife use of the crossing structures), and a cost-benefit analysis for the mitigation measures which will be conducted in the following years.]]></description>
      <pubDate>Fri, 14 Jan 2011 10:20:19 GMT</pubDate>
      <guid>https://trid.trb.org/View/1086134</guid>
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