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HomeMy WebLinkAboutResolution_Adopt 2023_2025 Kittitas County Safety PlanKITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS AGENDA DATE: ACTION REQUESTED: 2023 AGENDA STAFF REPORT March 7, 2023 Request to approve a Resolution to Adopt the 2023-2025 Road Safety Plan for Kittitas County. BACKGROUND: The Washington State Department of Transportation (WSDOT) provides federal funding for county road safety improvements to local governments and has issued a Highway Safety Improvement Plan (HSIP) "call for projects". Kittitas County has been successful with previous grant requests using this program to remediate defined hazards on County roadways. The HSIP program last funded intersection safety improvements for enhanced signage at specific intersections in the County. The grant application deadline is March 15, 2023. Adopting the plan is required prior to grant submittal. The 2023-2025 plan has been developed identifying prioritized locations for low cost, beneficial safety improvements based on crash data, roadway investigations and risk-based analysis. This plan expands on previous work to extend guardrail in hazard locations as well as investigating non-compliant bridge rail. INTERACTION: Public Works. RECOMMENDATION: Approve the Resolution to Adopt the Kittitas County Road Safety Plan 2023-2025. HANDLING: Return one original to Public Works. ATTACHMENTS: Resolution; Kittitas County Road Safety Plan 2023-2025 LEAD STAFF: Joshua Fredrickson, County Engineer. BOARD OF COUNTY COMMISSIONERS COUNTY OF KITTITAS STATE OF WASHINGTON RESOLUTION NO. 2023 - ADOPTING THE KITTITAS COUNTY ROAD SAFETY PLAN 2023-2025 WHEREAS: In accordance with Washington State Department of Transportation's (WSDOT) 2023 Federal Highway Safety Improvement Program (HSIP) County Road Safety Program call for projects, Public Works has prepared a Kittitas County Road Safety Plan 2023-2025 updating the plan prepared in 2021; and WHEREAS: The Kittitas County Road Safety Plan 2023-2025 identifies prioritized locations for low cost, beneficial, county wide safety improvements based upon crash data, roadway investigations, engineering judgement, and risk-based analysis as set forth in WSDOT's HSIP call for project guidance; and WHEREAS: The deadline for County grant submittal is March 15, 2023, and an adopted plan is required supporting grant submittal; NOW, THEREFORE BE IT RESOLVED that the Board of County Commissioners, in the best interest of the public, does hereby adopt the Kittitas County Road Safety Plan 2023-2025, hereto attached. DATED this 7th day of March 2023, at Ellensburg, Washington Attest: ❑ Clerk of the Board- Julie Kjorsvik ❑ Deputy Clerk of the Board- Mandy Buchholz BOARD OF COUNTY COMMISSIONERS KITTITAS COUNTY, WASHINGTON Cory Wright, Chairman Brett Wachsmith, Vice -Chairman Laura Osiadacz, Commissioner Kittitas County Road Safety Improvement Plan 2023 February 22, 2023 Kittitas County Public Works Department 411 North Ruby Street, Suite Ellensburg, WA 98926 Contents ExecutiveSummary ...................................................................................................................................................3 Introduction.................................................................................................................................................5 DataAnalysis..............................................................................................................................................5 Risk -Based Prioritization Methodology...........................................................................................................7 Development of Road Segment Safety Improvements.....................................................................................9 Prioritized Cost -Effective Safety Improvement Projects..................................................................................10 Priority1: Huntzinger Road.........................................................................................................................13 Priority 2: Bridge and Structure Improvement Plan........................................................................................15 Priority 3: Denmark Road Safety Improvements............................................................................................17 Priority 4: Horizontal Road Curvature...........................................................................................................19 References................................................................................................................................................ 23 Appendix A: Kiffitas County Collision Data, 2017-2021...........................................................................................25 Appendix B: Road Segment Scoring and Project Prioritization................................................................................29 2 Executive Summary The Kittitas County Road Safety Plan 2023 is a continuation of a biennial road safety plan program created to reduce collisions within the County Road network. Following the Washington State Department of Transportation's (WSDOT) Highway Safety Improvement Plan (HSIP) grant application methodology for creating a prioritized road safety plan, crash data analysis in combination with staff identification of certain roadway characteristics throughout the County Road network, a list of prioritized projects implementing various countermeasures was created. These projects were further prioritized with engineering judgement using considerations such as estimated project cost, feasibility, and improvement timing. Total project costs were also determined and accumulated, and if needed, broken down in phases to be completed as funding opportunity allows. • Priority One - Huntzinaer Rd Safety Improvements Phases identified by milepost instead of total score because all phases are priority one. Milepost conscious phases allow the county to continue heading south along the corridor. Phase breakdowns are provided in the project description with further cost estimates per phase. ESTIMATED PROJECT COST. • Phase 1- $1,580,700 • Phase 2 - $1,457,775 • Priority Two — Bridge and Structure Improvement 178 bridges and structures were Identified as in need of improvements in previous safety plans as well as the 2023 safety plan. Due to limited county forces, this project will allow the County to solicit an outside consulting service to evaluate and prioritize a systematic way to address these deficient bridges and structures by creating a crashworthy and cost-effective solution. Although the County has already invested in prioritizing and grouping these structures, additional research, planning, and engineering is required to create feasible projects that meet current standards. The desired outcome of this planning effort would be a systematic process to begin addressing the 178 identified bridges and structures. ESTIMATED PROJECT COST- $150,000 • Priority Three — Denmark Rd Denmark Rd MP 0.5 to MP 4.35 has moved up in scoring prioritization. It was noted in our previous 2017, 2019, and 2021 Road Safety Plans as a safety priority. This roadway has five bridges/structures that have deficient or no bridge rail. The segment scoring 100 has a curve that needs safety improvements and contains accident history. This project would provide safety countermeasures to the entire Denmark Rd corridor. ESTIMATED PROJECT COST- $2,704,488 • Priority Four — County -wide Horizontal Curvature Plan Roads with horizontal curves have been identified by Kittitas County as high-risk areas susceptible to motor vehicle accidents. It was noted in previous safety plans the need for Kittitas County to implement a way to collect horizontal curve data in order to better identify and prioritize roads that are high-risk. Priority four would create a two-phase project with the first phase being a planning project to collect data and categorize road segments, allowing for a systematic approach to improve safety County wide. The second phase would be an action phase where the County uses collected data to implement safety measures on road segments identified as high-risk in phase 1. ESTIMATED PROJECT COST. • Phase 1- $150,000 • Phase 2 - $300,000 Introduction The 2023 Kittitas County Road Safety Plan is a comprehensive program of safety improvements aimed at reducing all collisions, but specifically fatalities and serious injury accidents across the entire county road network. This safety improvement program was developed using a strategy similar to the Washington State Strategic Highway Safety Plan: Target Zero 2019, in which crash data is analyzed to identify accident trends and contributing factors, and then sites within the road system are prioritized using a risk-based ranking system. Safety improvement projects are then developed to target specific locations and systematic improvements that provide the greatest benefit to the traveling public by preventing potential fatal and serious injury accidents. Due to the sporadic nature of crashes on rural county roads, it can be difficult to determine trends using past data alone to choose locations for improvements. However, past crash data can be used to predict future crashes by evaluating the contributing factors and targeting improvements for roads with similar characteristics. As a result, Kittitas County has decided to utilize this strategy to allow for a proactive approach that benefits more locations throughout the entire county road system and is more cost effective than only focusing on past crash locations. Data Analysis Data used for this evaluation was provided by Washington State Department of Transportation (WSDOT). The data includes detailed information about crashes on Kittitas County roads from 2017 to 2021, including a comparison of how Kittitas County's roads to other public roads in the state, detailed in Table 1. Although overall, fatal and serious injury collisions occur at a similar rate to other public roads within the state, Kittitas County is committed to reducing these types of collisions and strives to collaboratively achieve the statewide goal of zero deaths and serious injuries on Washington's roadways by 2030. The Kittitas County Road Safety Plan focuses on identifying cost efficient safety improvement projects that offer substantial safety benefits countywide and reduce potential fatal and serious injury collisions along Kittitas County's roadway network. Table 1. Types of collisions, number of crashes and percent of crashes for Kittitas County, all counties -county maintained roads, and all public roads. 'Includes fatal and non-fatal 'Includes serous and non -serous. The 2017 - 2021 WSDOT provided collision data was further evaluated to determine the predominant crash types, contributing factors, and specific locations. As shown in Table 2 below, the predominant causes of fatal and serious injury collisions in Kittitas County are "hitting a fixed object' and "overturning." Crashes involving fixed -object hazards, or non -traversable roadside slopes within clear zone accounted for 44.80% of all fatal and serious injury collisions. Additionally, 20.70% of the fatal and serious injury collisions were caused by vehicles overturning. Unprotected roadside slopes steeper than 311orizontallVertical are considered non -traversable and contribute to overturning accidents. The predominant conditions where fatal and serious injury collisions occurred included higher speed roadways with low lighting conditions, and where roadway curvature was a factor. This accident data seems consistent for a county like Kittitas where most of the roadway network is rural without lighting features. Accidents tend to be more severe when speeds are higher and where low light conditions hinder driver acuity, especially in horizontal curves where drivers are more likely to leave the roadway. Non -intersection related collisions accounted for 72.40% of the fatal and serious injury collisions, although a large proportion of total accidents (non- injury, serious injury, and fatal) occurred at intersections and main corridors leading to potential for more serious accidents at these locations. For the fatal and serious injury collisions accident report details please see Appendix A. Kittitas County All Counties -Co. All Public Roads Type of Collision Maintained Roads (Washington State) Number of Percent of Number of Percent of Number of Percent of Crashes Crashes Crashes Crashes Crashes Crashes Number of Fatal Collisions 4 13.80% 696 23.80% 2,655 20.30% Number of Serious Injury Collisions 25 86.20% 2,232 76.20% 10,396 79.70% Number of Alcohol -Related Collisions 8 27.60% 591 20.20% 2,723 20.90% Total Number of Fatalities 4 729 2,863 Total Number of Collisions` 654 69,198 538,366 Total Number of Injuries" 245 30,100 212,646 'Includes fatal and non-fatal 'Includes serous and non -serous. The 2017 - 2021 WSDOT provided collision data was further evaluated to determine the predominant crash types, contributing factors, and specific locations. As shown in Table 2 below, the predominant causes of fatal and serious injury collisions in Kittitas County are "hitting a fixed object' and "overturning." Crashes involving fixed -object hazards, or non -traversable roadside slopes within clear zone accounted for 44.80% of all fatal and serious injury collisions. Additionally, 20.70% of the fatal and serious injury collisions were caused by vehicles overturning. Unprotected roadside slopes steeper than 311orizontallVertical are considered non -traversable and contribute to overturning accidents. The predominant conditions where fatal and serious injury collisions occurred included higher speed roadways with low lighting conditions, and where roadway curvature was a factor. This accident data seems consistent for a county like Kittitas where most of the roadway network is rural without lighting features. Accidents tend to be more severe when speeds are higher and where low light conditions hinder driver acuity, especially in horizontal curves where drivers are more likely to leave the roadway. Non -intersection related collisions accounted for 72.40% of the fatal and serious injury collisions, although a large proportion of total accidents (non- injury, serious injury, and fatal) occurred at intersections and main corridors leading to potential for more serious accidents at these locations. For the fatal and serious injury collisions accident report details please see Appendix A. Table 2. Crash data for fatal and serious injury collision by jurisdiction and collision type. 2017 through 2021 Crash Data Fatal/Serious Injury Collision Types and Conditions Type of Collision (Run-off the Road) Kittitas County Number Percent of of Crashes Crashes All Counties -Co. Maintained Roads Number Percent of of Crashes Crashes All Public Roads (Washington State) Number percent of of Crashes Crashes Hit Fixed Object- Roadway Ditch 4 30.80% 208 16.60% 442 12.20% Hit Fixed Object - Tree/Slum(Stationary) 3 23.10% 293 23.40% 654 18.00% Hit Fixed Object - Fence 1 7.70% 80 6.40% 181 5.00% Hit Fixed Object - Earth Bank 1 7.70% 139 11.10% 319 8.80% Hit Fixed Object - Over Embankment 1 7.70% 91 7.30% 250 6.90% Hit Fixed Object- Boulder(Stationary) 1 7.70% 31 2.50% 59 1.60% Hit Fixed Object - Utility Box 1 7.70% 8 0.60% 24 0.70% Hit Fixed Object - Rock Bank 1 7.70% 7 0.60% 36 1.00% Total Hit Fixed Object 13 44.80% 1,254 42.80% 3,636 27.90% Total Overturn 6 20.70% 259 8.80% 858 6.60% -Light Condition - Dark, No Street Lights 8 27.60% 823 28.10% 2,078 15.90% -Light Condition - Dawn 1 3.40% 66 2.30% 240 1.80% Condition - Dusk 1 3.40% 108 3.70% 424 3.20% -Light -Light Condition - Dark, Street Lights On 0 0.00% 264 9.00% 3,128 24.00% Total Light Condition 10 34.40% 1,261 43.10% 5,870 44.90% Non -Intersection - Not Related 1 21 72.40% 1,960 66.90% 7,435 57.00% Road Curvature - Horizontal Curve 10 1 34.50% 1,046 35.70% 3,164 24.20% Over Centedine 2 4.70% 103 2.80% 335 2.10% 5 13.50% 625 14.90% 2,504 12.00% -Motorcycle Posted Speed Limit at 50 mph 25 73.50% 919 25.10% 1,884 10.80% Risk -Based Prioritization Methodology Run-off the road crashes have been identified as the predominant collision type in Kittitas County and are occurring at a disproportionately high rate on specific corridors as compared to other public roads in the state as shown in the crash data provided by WSDOT for 2017-2021, reflected in Table 2. As a result, this plan will focus on roadside safety improvements to reduce the severity and number of accidents on Kittitas County roads where it is most likely that run-off the road crashes will occur. From a safety perspective, the ideal roadway is straight with roadsides that are flat and unobstructed by hazards. Straight roadways eliminate the need for drivers to navigate curves, reducing the chances of running off the road. Providing the recommended clear zone and roadside slopes allows drivers to safely recover control of a vehicle in the event they do leave the roadway and helps ensure fixed -object hazards do not cause fatal or serious injury accidents. The aforementioned roadway geometry and clear recovery area is the goal in improving roadside safety but is often cost prohibitive due to the geography of the area and is not supported by rural character or practical design. In cases where it is cost prohibitive to eliminate roadway curvature and create an unobstructed traversable roadside, alternative improvements that may reduce the severity of an accident or alert a driver to a hazard should be considered. This safety plan focuses on roadway segments and intersections where low-cost high benefit countermeasures and improvements can be implemented. These countermeasures and improvements may include improved or increased pavement markings, breakaway features on posts, guardrail deployment, bridge rail retrofits, rumble strip installation, and signing and traffic delineation upgrades, all of which may be implemented to reduce fatal and serious injury collisions. Based on the crash data for 2017-2021, 70.40% percent of the total crashes involved roads with an average daily traffic (ADT) of 175 or more and with a speed limit of 35mph of higher. In order to have the greatest potential impact in reducing collisions, the county considered roads for evaluation and prioritization of safety improvements with the following characteristics: MINIMUM CRITERIA FOR INCLUDING ROAD SEGMENTS IN SAFETY PLAN: • Paved: Asphalt Concrete Overlay (ACP), Hot Mix Asphalt (HMA), or Bituminous Surface Treatment (BST). • ADT of 175 or more. • Posted speeds of 35 mph or more. • Collision within segment in the past five years. The minimum criteria include the preliminary eligibility requirements as defined by the U.S. Department of Transportation Federal Highway Administration's Highway (FHWA) Safety Improvement Program (HSIP) as stated under the 2023 County Safety Program: Call for Projects solicitation for grant funding. Additional scoring criteria has been developed by Kittitas County Public Works Staff and used consistently throughout multiple years of safety planning to provide scoring and prioritization continuity. The additional criteria include a heavier weighted score for segments listed in the previous County safety plan, roadway curvature — horizontal curve, and collision seriousness (injury, serious, or fatal). Kittitas County recognized in previous safety plans the need to collect clear zone data that would reflect the current clear zone condition of all county roads. In 2022, a clear zone inventory was conducted that targeted known hazards such as shoulder width, side slope grade, and fixed objects in the clear zone of all county road segments. The hazards found in each road segment were scored based off severity and later totaled to get a final score per road segment. Each road segment was then ranked and given a weighted score that mirrored previous scoring criteria of past safety plans. County road segments possessing the minimum criteria characteristics, as well as the additional criteria characteristics, were evaluated and scored by the weighted method shown in Table 3. The complete list of resulting road segment prioritization is shown in Appendix B. Table 3. Scoring criteria and weighted score values used in assessing road safety project priority for 2023. Higher scores indicate a higher priority road segment and/or higher countermeasure needs. Development of Road Segment Safety Improvements After roadway segments were prioritized using the risk-based scoring as described above, the results were reviewed, and the list was shortened so the plan could focus on the segments that would see the most benefit from safety improvements and eliminated erroneous results or locations reflecting outdated information. Road segments with a score lower than 55 were removed from consideration in an attempt to break segments down into higher priority rating and lower priority rating groups. Road segments that were within the scope of current improvement projects or recently completed improvement projects were also removed. Each accident report was examined forfurther details regarding the incident to further identify contributing factors, driver actions, alcohol or drug influence, intersection related, and any countermeasures already in place. The list of candidate locations was further reduced by eliminating roadway segments where accidents were alcohol or drug related with no hazard at the site and segments where countermeasures were already in place and or where no countermeasures would have prevented the accident. While these road segments are important to monitor, focus is given to other locations where collisions due to deficiencies in the road structure can be addressed. The remaining roadway segments were then evaluated for potential safety improvements and countermeasures. Huntzinger Road has been identified as a safety need in the 2023 Safety Plan as well as in past safety plans. Crash data shows several areas where road curvature; both vertical and horizontal, steep embankments, and no shoulder Scoring Criteria and Weighted Scores Item Number Factors and Collision Types Score 1 OVERALL CRITERIA MET: Meets minimum criteria and was included in previous local safety Ian 20 Meets minimum criteria but not included in previous local safety Ian 10 Does not meet minimum criteria and was included in previous local safety Ian 5 2 Clear Zone Inventory Shoulder Width, Side Slopes, Fixed Objects 90th Percentile of highest scored roads based on clear zone inventory 20 80th Percentile of highest scored roads based on clear zone inventory 10 70th Percentile of highest scored roads based on clear zone inventory 5 3 Roadway Curvature—Horizontal Curve Over 50% of the road is in a horizontal curve 20 About 10% to 50% of the road is in a horizontal curve 10 At least one section of the road is in a horizontal curve 5 4 ONE OR MORE FATAL OR SERIOUS INJURY COLLISION(S) — 2015 THROUGH 2019 Fatality perperson/s) 50 ea. Serious Injury (perperson/s) 40 ea. 5 INJURY(per erson/s 15 ea. Development of Road Segment Safety Improvements After roadway segments were prioritized using the risk-based scoring as described above, the results were reviewed, and the list was shortened so the plan could focus on the segments that would see the most benefit from safety improvements and eliminated erroneous results or locations reflecting outdated information. Road segments with a score lower than 55 were removed from consideration in an attempt to break segments down into higher priority rating and lower priority rating groups. Road segments that were within the scope of current improvement projects or recently completed improvement projects were also removed. Each accident report was examined forfurther details regarding the incident to further identify contributing factors, driver actions, alcohol or drug influence, intersection related, and any countermeasures already in place. The list of candidate locations was further reduced by eliminating roadway segments where accidents were alcohol or drug related with no hazard at the site and segments where countermeasures were already in place and or where no countermeasures would have prevented the accident. While these road segments are important to monitor, focus is given to other locations where collisions due to deficiencies in the road structure can be addressed. The remaining roadway segments were then evaluated for potential safety improvements and countermeasures. Huntzinger Road has been identified as a safety need in the 2023 Safety Plan as well as in past safety plans. Crash data shows several areas where road curvature; both vertical and horizontal, steep embankments, and no shoulder contribute to run -off-road accidents. Injury and serious injury accidents have also contributed to the increase in priority Huntzinger Road has experienced with the County. Segments along this road have been identified as areas where safety improvements would make a large impact on reducing total accidents in the future. Huntzinger Road has been split into a two-phase project that addresses approximately half the road at a time, starting with the higher risk portion based on collected data. Additionally, the County has re -thought its approach to addressing the need to improve 178 bridges and structures that have been identified as having deficiencies. Past safety plans have also addressed this need, but due to limited County forces, Kittitas County has been unable to provide a feasible solution to this problem. Recognizing the importance of addressing the deficiencies in these structures, the County needs additional research, planning, and engineering to come up with a feasible solution. Through this, the option for an outside consulting service to evaluate and prioritize a systematic way to address these deficient structures would be possible. Prioritized Cost -Effective Safety Improvement Projects Road segment safety improvement identification used a combination of spot location and systematic approaches. After improvements were identified, they were prioritized based on the potential for crash prevention and greatest benefit, as supported by engineering judgement. Kittitas County evaluated the scoring and road segment safety improvement results to find high risk, sizable benefit countermeasures to group together as countywide safety projects that promptly provide the biggest benefit for the most efficient cost. Examples of grouped projects in past safety plans include bridge rail improvements and Intersection Corridor Improvements. Bridges rated Code 1, Code 2 and Code 3 were broken into phases to create more manageable projects for design and construction improvements. Such improvements include bringing bridges up to current WSDOT standards through approach improvement, replacement of timber railings, or the addition of railing for bridges with none. In addition to this, Intersection Corridor improvements across the county would target specific intersections that have insufficient or non -effective safety measures based on accident data and safety studies. Kittitas County is currently 95% complete in its designs to improve previously targeted intersections and corridors by improving clear zones, providing LED -enhanced signs, and taking increased visibility measures for high- risk locations. By focusing on similarities in the roads and their needs, priorities for the 2023 Kittitas County safety improvement projects were formed to address a wider range of project locations for safety improvements, rather than specific road focused projects. This allows the County to better reduce the possibility of fatalities and/or serious injuries across the County. In addition to this, locations with similar geographic vicinity were grouped together to provide efficient contracting and create more cost-effective projects. A summary of the Safety Improvement Projects can be found in Table 4, followed by project details including preliminary scope, locations of the proposed work, and an estimated 10 cost for the improvements. Notes regarding the engineering judgment that affected project prioritization can be found in the Executive Summary. 11 EJ W K J a _ d r Z 0420 'mw c LL H T y a p N N p p U 0 y c " UN j O = N d N O p � � O U N r D � m a � a a .. y J � O L_ a a3 N N N N O w m a v m o < M p w w w w w w w ri O a d a s a 0 x x> U U U' > Z W ¢ W LL LL H N D D D F�2' Z K Y Y> Z F 2 K K K K N Q Z N W K K Z Z a ¢ w a¢ w w m w o w z o z z g o z z - O z 5 O aW x aLL act z z z z z z z Z z Z w w w w o o z' z a o a o o O 2 z Z z z N N— U x Z x U x U x m m m K O K O x x A a c e v c o 0 z Priority 1: Huntzinger Road Safety Improvements a. Phase 1 -MP 5.14 to MP 10.74 b. Phase 2 -MP 2.70 to MP 5.14 Huntzinger Road has several segments of road that scored high on the risk-based prioritization both in 2021 and in 2023. Although the accident data only reflects moderate hazards, the characteristics of the road show several areas of curves; both vertical and horizontal, steep embankments, and no shoulder which are the largest contributing factors to run -off-road accidents. Guardrail, signing and delineation improvements to this corridor are cost -prohibitive so the county has prioritized the phases in order of mileposts. Milepost 5.14 to 6.99 had a total score above 55 in 2021, however dropped below this threshold to a total score of 40 in 2023. This may be due to the change in methodology used to collect clear zone data and rate clear zone data per road segment in 2023. For this reason, Kittitas County has opted to combine this road segment with phase 1 of the Huntzinger Road Safety Improvements priority. The Huntzinger Road Safety Improvements project is a priority for Kittitas County because recreation opportunities and new residence traffic are rapidly increasing along this roadway. Kittitas County would like to acknowledge a current and continuing monitoring and evaluation stage for safety in these segments of Huntzinger Rd. 13 Priority 1: Huntzinger Rd Safety Improvements I A p Huntzinger Rd Road. Owned By: ❑ ' o o • Phase 1 is between MP 5.14 to MP 10.74 where road segments have crashes involving injuries and severe injuries, segments with sharp horizontal curves, vertical curves, steep embankments, very little to no shoulder, and areas in need of guardrail, signs and/or delineation. e ESTIMATED COST $1,580,700 • Phase 2 is between MP 2.70 to MP 5.14 where road segments have several horizontal curves, steep embankments, and no shoulder in places with minimal countermeasures in place. ESTIMATED COST $1,457,775 14 Priority 2: Bridge and Structure Improvement Project Through ongoing efforts to identify hazards near and/or at bridges or structures countywide, 178 structures were identified to have deficiencies. These were codified into three types. Code 3 for no rail or timber rail and 60 were identified. Code 2 for no approaches or non-crashworthy railing and 100 were identified. Code 1 for rail that does not meet current AASHTO Manual for Assessing Safety Hardware Standards (MASH) and 18 were identified. With the high quantity of deficient safety measures on structures being countywide, an approach by maintenance district grouping was implemented to allow for rail improvements in a series of projects. As further data such as survey was collected to provide preliminary engineering options to implement these improvements to reduce the severity of crashes that have or may occur at these structures, another element was identified. By adding rail to these deficient structures, the county found that improvement would not be an improvement at all. Attaching to a deficient structure would not meet current standards. It would change the Code 3 to a Code 1 but would not reduce the hazard. No protection for errant vehicles leaving the roadway would still be present. The narrow structures, narrow roads, and no shoulder would create a larger project at each site. Another approach is needed. A planning project that would allow for the research needed to create a solution that would meet the Target Zero goals, meet standards, and be the most cost-effective solution for the County. With further research, planning and preliminary engineering, a project that would be successful for these structures will be needed. As the county forces are limited, a project that allows for consultant services to create a crashworthy and cost-effective solution is a priority for Kittitas County. Structure widening or replacement projects to allow for improvements to meet current standards is an approach that must be considered and planned for. 15 Priority 2: Bridge and Structure Improvement Projects ESTIMATED COST • $150,000. 6 16 16 &vlpeaM AiuYve Inpaemert flyal •emox �..rm...orn — oe o 0 m'. . o ,. o . — � o o . o 6 16 16 Priority 3: Denmark Road Safety Improvements Safety countermeasures and roadway improvements of a sharp corner with steep embankments at MP 3.57 would aid to prevent run -off-road accidents on this specific road as it has a history of accidents at this location and was identified in previous road safety plans as well as the six-year transportation improvement plan. The county included multiple road segments to provide improvements to this entire roadway corridor, from MP 0.50 to MP 4.35 which includes bundling structure crossings to the project for efficiency and cost-effective contract letting. This segment includes five bridges with failing rails and/or no rails within maintenance district K: 79143-ob, 79144, 79261-ob, 79262-ob, 79351-ob. Alternatives to address these crossings may include structure widening, structure replacement and the addition of barrier and guardrail. Recent improvements at this site include an extension of the culvert at MP 3.57 under Denmark Rd by about 15ft and the addition of rock to prevent undercutting of road. The shoulders of the roadway were also built up by approximately 2ft on the outside of the comer and 3ft on the inside of the corner. Further countermeasures such as those mentioned in this section are needed as this work itself does not prevent run -off-road events. 17 Priority 3: Denmark Rd Safety Improvements ESTIMATED COST $2,704,48f a r I 0 o..aer f� • Denmark Rd from MP 0.50 to MP 3.08 has several structures in need of adequate railing. Alternatives to address these structures may include structure widening or structure replacement. • Denmark Rd from MP 3.08 to MP 4.35 has steep curves, both vertical and horizontal. The road narrows greatly at the corner with steep embankments on both sides of the road. The countermeasures in place are minimal and no rail is present at the corner. • Recent improvements include extension of the existing culvert and the addition of rock to prevent undercutting of the roadway and shoulder buildup. • Denmark Rd includes five bridges rated as Code 3 (see Priority Two in this plan). Bridge IDs are: 79143-ob, 79144, 79261-ob, 79262 -ab, 79351-ob. 18 Priority 4: County -wide Horizontal Curvature Plan Roads that include horizontal curves have been identified as high risk by Kittitas County in both the 2023 safety plan, as well as past safety plans. To better prevent future fatal and serious injury accidents, Kittitas County would greatly benefit from future projects that utilizes horizontal curve data to identify roads in need of crash prevention measures. Through various instruments and equipment to collect data, Kittitas County can implement projects such as advisory speeds, LED chevrons/arrows, and additional Carsonite safety posts to prevent future fatal and serious injuries on the road system. Although it has a lower priority than other projects, it is a low-cost proposal that could also reduce the cost of future projects. MI Priority 4: County -wide Horizontal Curvature Plan FS FI1l,`CF COST: Phase 1: Planning - $150,000 Phase 2: Implementation • $300,000 20 21 EMA TOTAL TAE OF 1. O�L ClEAI AREACARAY FATAL OR Ed" CIE.., I AE 2 ? .1 E�l 1� I I IF JtG. IM EST I� 21 • Road segments scored by horizontal curve severity to identify potential locations for countermeasures. Road segments were then ranked highest to lowest based off score. • Scoring based off Table 3: Scoring Criteria and Weighted Score. 22 References Arnold Jr., E.D. and Lantz Jr., K.E., Evaluation of best practices in traffic operations and safety: Phase 1: Flashing LED stop sign and optical speed bars. Virginia Transportation Research Council. 2007. Chandler, B., Grey means go: Colorblindness in transportation. Institute of Transportation Engineers. March 2021. Davis, G.A., Hourdos, J., Xiong, H., Estimating the crash reduction and vehicle dynamics effects of flashing LED stop signs. Minnesota Department of Transportation. 2014. Gates TJ, Carlson PJ, Hawkins HG. Field evaluations of warning and regulatory signs with enhanced conspicuity properties. Transportation Research Record. 2004. Kittitas County Public Works Department. Kittitas County Road Safety Plan. 2023 23 List of Appendices Appendix A: Kittitas County Collision Data, 2017-2021 Appendix B: Road Segment Scoring and Project Prioritization 24 Appendix A Kittitas County Collision Data 2017-2021 25 m ti tpead$palsod w w w w m w w w w M w N w w M voi M n w w uoi voi w Ldd o e m e N e m o e N e e e e m N m o e N N m o m uamane gIP.M ) d rrr r > r r>r r y r r r > rrrrrr y> > r r r> > > r > r>r>-rrrr> > r r r r r r r> r r > r U r> r > > tPaned 4ap63iolovw tau11alu00ian0 tamno up tuo!loasiolul ly tumealMsn0 ORO �wnyanp N LL A N L N Z O N N 6 6 _ N E y U L m m> w > > O m E O E F3 > p Z .N '� J c c c a a 7!H loafgp O m> J m o o m o a o m ui a o � m LL LL 0 0 0 � o 6 m o E E� o a U m m a m w E m 0 N r N o r x o m . ) U O O O = U U O ? E Q O w w w N 1100fg0 pax!j IN o a M r m r N w a m o m o r> nN o r 0 r 0 r r r > } r jsod a!Iw o a a � K K Za o v v FeMPBOH a 2 3� d 0_ o; E m a`� m an d Ezo N m e c dTC o T>ILBwu Uy J a m s Ol a 0) A O) A Ol Y o m LL m Y m� m m U F U d c 2 2 E E n N O^ rn rn N^ rn N rn N N N N N N N O N N NNhQ�a 0:: w m e m �n m m w w m r e mmw m rn e mm e c7�N m 7n e w�mMm mcn lagwnH>lOdaa m u� ug o� N rn w rn m w m r w o w o m w m e N w m r w r r w �n �n m ug o N w w e m w m w N e u� w i e N w e M o � o � moo..• • •• .r•. I.+Nr+i.t •w�Y N� go,' r� N Table 2. Total number of accidents per road (County maintained roads only), 2017-2021. Road Name Number of Accidents Road Name Number of Accidents Road Name Number of Accidents 1stSt(Thorp) 1 Hunter Rd 1 Sanders Rd 8 Airport Rd (Cle Elum) 2 Huntzinger Rd 15 Sisters Rd 2 Anderson Rd 1 Hyak Drive East 1 Smithson Rd 3 Badger Pocket Rd 4 Kachess Lake Rd 2 Snoqualmie Dr 2 Ballard Hill Rd 1 Kaynor Rd 1 Sorenson Rd 1 Bender Rd 5 Killmore Rd i Sparks Rd 2 Berry Rd 2 Otas Hwy 45 Stance Re 1 Bowers Rd 1 Koffman Rd i Sunlight Drive 1 Brick Mill Rd 11 Lannigan Springs Rd 1 Taneum Rd East 2 Brick Rd 9 Liberty Rd 1 Taneum Rd West 1 Brown Rd 2 Look Rd 7 Taylor Rd 1 Bulltog Rd 13 Lower Green Canyon Rd 2 Teanaway Rd 13 Burke Rd 1 Lower Peoh Point Rd 3 Thomas Rd 3 Bynum Rd 1 Lyons Rd 3 Thorp Cemetary Rd 4 Cabin Creek Rd 0 Main Street (Vantage) 2 Thorp Hwy North 4 Canyon Rd 14 Manastash Rd 13 Thorp Hwy South 16 Casassa Rd 0 Middle Fork Teanaway Rd 3 Thorp Prairie Rd 8 Carek Rd 1 Moe Rd 1 Thrall Rd 18 Caribou Rd 2 Mohar Rd 2 Tipton Rd 1 Cascade Place Rd 1 Morrison Rd 3 Tjossem Rd 12 Christensen Rd 1 Mt Daniels Dr 1 Umptanum Rd 19 Clem an Rd 5 Naneum Rd 6 Upper Badger Pocket Rd 14 Clerf Rd 5 Nelson Dairy Rd 2 Upper Peoh Point Rd 17 Colockum Rd 3 Nelson Siding Rd 7 Vanderbilt Rd 1 Cooke Canyon Rd 4 No. 6 Rd 24 Vantage Hwy 62 Cove Rd 6 No. 81 Rd 9 Venture Rd 1 Denmark Rd 6 Parke Creek Rd 5 Watson Cutoff Rd 1 Dry Creek Rd 2 Pasco Rd 1 West Fork Teanaway Rd 1 Fairview Rd 7 Passmore Rd 1 Westside Rd 17 Faust Rd 1 Payne Rd 1 White Pine Dr 1 Ferguson Rd North 1 Pays Rd 1 Wilson Creek Rd 20 Fourth Parallel Rd 2 Planning Rd 3 Fowler Creek Rd 1 Rader Rd 1 Game Farm Rd 5 Railroad St 3 Gladmar Rd 1 Recreation Dr 1 Golf Course Rd 1 Reecer Creek Rd 17 Hannah Rd 0 Riverbo@om Rd 2 Hanson Rd 10 Robbins Rd 4 Hem ingston Rd 1 Robinson Canyon Rd 9 Hungry Junction Rd 7 Salmon La Sac Rd 9 >10 and <50 accidents >50 accidents 28 Appendix B Road Segment Scoring Results 29 W Ir O 000c<.�i m Nv'0000000rnwrn mmmnn�n000v>in�mmwm H m Y Z O j � aN� LL Y � Q � 0i � U W Y Z � W O O O O O ZQ O N O O O O O ry 0 0 N 0 0 N j U Z J Q 1 f N N N� N N N N N NN N N N N h O O O O O O O O O W O U O J � N O� Q ry tp N O e e t0 O� O � N C [7 O t7 l0 O [7 N N e aV c7 N e U J YW LL � O ac W (� m U VJ m (n N m U m m m m m N N m U Vl U N 6 m m m m m m m m m m m m m Q m m m m m m m�� m m m¢ M. m m m�� 6 m m Q F a� J oo �nNoOuoi voi voi�uoi voi uoi� �uoiN oN"'mo �uoi� Jm Q H °3 NN�.,NNNNNNNNNNNNNNN NN ANN NNN�NNN W o O voi<� N «<N oc v�m6 00 �rn n`r'��nNov�i vmi000`f"`m n�oi�on em o . oN mn o goy m- - co r tp r [V fV O �< O [+i (V ["j O c) O [O 0 0 � c7 r (V [V O I� . .. 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