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HomeMy WebLinkAbout2023-11-13-minutes-public-works-study-sessionKITTITAS COUNTY COMMISSIONERS Public Works Study Session Regular Meeting Monday November 13, 2023 - 1:30 PM BoCC Auditorium 205 West 5th Room 109 - Ellensburg 1. Call to Order 2. Citizen Comments (1 min. time limit) 3. Thorp MITI Survey 4. Short Term Vacation Rental Committee 5. Consor Task Order No. 1 Amendment 6. Bureau of Reclamation Floodplain Support 7. Bowers Field 2024 Discretionary Grant Constructing the Parallel Taxiway 8. Vantage Bridge Deck Replacement Project Update 9.2023 Road Standards Review Committee 10. Kittitas Highway Speed Study Results 11. No. 6 Road Speed Study Results 12. Kittitas Highway at No. 6 Road Stop Sign 13. Other Business - No Action to be taken 14. Concluded Created on 11/8/2023 12:44:58 PM KITTITAS COUNTY PUBLIC WORKS STUDY SESSION MINUTES COMMISSIONERS' AUDITORIUM, 205 WEST 5TH ROOM 109 Regular Meeting MONDAY 1:30 PM November 13, 2023 Board members present: Chairman Cory Wright, and Vice Chairman Brett Wachsmith. Others: Mark Cook, Arden Thomas, Justin Turnbull, Rebecca Cruse, Josh Fredrickson, Public Works; Jessica Miller, Jamey Ayling, Community Development Services; Stephanie Hartung, Prosecuting Attorney's Office; 2 me_nbers of the public. At 1:32 PM Chairman Cory Wright opened the Public Works Study Session. Pat Kelleher provided public comment and a site plan in support of the City of Ellensburg Reed Park Design -Option A. THORP MILL SURVEY Mark Cook briefed the Board of County Commissioners on survey issues identified at the Thorp Mill Site and requested that the Board support utilizing County Surveyor, Justin Turnbull to conduct survey work and research needed to resolve issues with the property title. Mark Cook stated that the work is supported by the Parks and Recreation Fund. Direction was given to Justin Turnbull to perform necessary survey that assists in the Kittitas County Chamber of Commerce acquisition of the site. SHORT TERM VACATION RENTAL COMMITTEE Mark Cook requested the Board of County Commissioners support to formulate a committee addressing unregulated short-term rentals impacting Upper County Residents. Mark Cook stated that the Planning Staff can assist in developing legislation for issues addressed. Direction to staff to prepare a resolution and press release to formulate the committee at the next business meeting and BOCC staff can facilitate. CONSOR TASK ORDER NO.l AMENDMENT Mark Cook briefed the Board of County Commissioners on the current contract with CONSOR to assist in the 2024 Road Fund Levy. Mark Cook requested the Boards support to amend Task Order No. 1 and focus on informing voters on reduced level of maintenance and service they can expect in the absence of levy funding. The Board supported changes to the Task Order and can provide Staff with a list of stakeholders for participation in developing public outreach. 2023-11-13 MINUTES BUREAU OF RECLAMATION FLOODPLAIN SUPPORT Mark Cook briefed the Board of County Commissioners on bistorical land acauisitions to improve floodplain function and improve riparian habitat along the Yakima River. Mark Cook stated Arden Thomas, Water Resource Manager met with design staff from the Bureau of Reclamation that provided valuable design assistance and engineer service to improve the hydrologic function of the land. The Board directed Staff to provide a letter recognizing the Bureau of Reclamation's contribution to County efforts for the Boards approval at the next business meeting. BOWERS FIELD 2024 DISCRETIONARY GRANT CONSTRUCTING THE PARALLEL TAXIWAY Mark Cook informed the Board of County Commissioners that the FAA has removed funding for the parallel taxiway that was anticipated for 2024. Mark Cook stated that Staff is renewing their relationship with the FAA to build credibility in the program and would like to address the impacts of 75-year leases to the program. Direction was given to Staff to prepare enabling documents setting the maximum lease term at 30 years with two possible extensions. VANTAGE BRIDGE DECK REPLACEMENT PROJECT UPDATES Mark Cook briefed the Board of County Commissioner on the Washington State Department of Transportation's bridge deck replacement of Vantage Bridge and the response time anticipated for their Traffic Control Specialist. Mark Cook stated that Staff recently met with key stakeholders and are working to address safety and emergency response, it was identified that Vantage is in a radio "hole" restricting communication. Further discussion was had on developing a County companion plan for WSDOT Bridge closures expected to last several years. 2023 ROAD STANDARDS REVIEW COMMITTEE Josh Fredrickson briefed the Board of County Commissioners on the formulation of the Road Standards Review Committee that met and helped review proposed changes to the Kittitas County Road Standards, Josh Fredrickson stated the changes are now prepared to be reviewed by the Planning Commission and requested the Board's support to disband the informal Committee. The Board supports disbanding the Road Standards Review Commitee. Chairman Cory Wright announced they would hold the following Agenda items for discussion at the next Study Session: KITTITAS HIGHWAY SPEED STUDY RESULTS NO.6 ROAD SPEED STUDY RESULTS 2023-11-13 MINUTES KITTITAS HIGHWAY AT NO.6 ROAD STOP SIGN Meeting concluded at 2:15 PM il�ik& (W& j Rebecca Cruse, Administrative Assistant 2023-11-13 MINUTES KITTITAS COUNTY COMMISSIONER KITTITAS COUNTY, WASHINGTON Cory Wright, Chairman A i KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY CONLMISSIONERS 2023 STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: Thorp Mill Survey ACTION REQUESTED: Direct Staff LEAD STAFF: Mark R. Cook RECOMMENDATION: Direct staff perform necessary survey actions supporting the acquisition of the Thorp Mill by the Kittitas County Chamber of Commerce. BRIEFING SUMMARY: • Pursuant to Board of County Commissioner (BoCC) direction, Public Works (PW) has been working with the Thorp Mill volunteer group developing a long- term operational model for the Mill. • Feasibility work affirms there is an issue on property title that requires significant survey work resolving identified issues prior to any acquisition of Mill property. • Working with Chamber of Commerce staff, it appears there is interest on the part of the Chamber in acquiring the Mill and managing the site promoting county tourism efforts. • Working in partnership with the Chamber, PW proposes conducting the necessary survey work bolstering property title. • Ongoing support of Chamber tourism activities is consistent with the adopted tourism and recreation plan for the county. BACKGROUND: During 2023, PW conducted feasibility studies evaluating a public restroom in the current Mill parking lot. That work identified numerous issues with the Mill's property title and suggests to us that a larger effort resolving outstanding survey issues is required supporting Mill acquisition by the Chamber. DISCUSSION: The level of survey effort is anticipated to be in the 60-to-90-hour range for County Surveyor Turnbull. The survey issues require research similar to that recently conducted at the fairgrounds on behalf of the Prosecutors Office. Once the work is complete and actions taken in support of clear title, the Chamber will be in position to acquire the Mill site and begin management activities allowing the volunteers to support as needed rather than having to continue leading tourism efforts on their own. The County Surveyor's winter work program allows for the additional work element. Page 1 of 3 Public Works "Work Session Staff Report", 2023 FISCAL IMPACTS: Planning level cost estimates for labor are: $6,000 to $10,000. ATTACHMENTS: EXHIBIT 1: SURVEY DRAWING Page 2 of 3 Public Works "Work Session Staff Report", 2023 EXHIBIT 1: SURVEY DRAWING Page 3 of 3 Public Works "Work Session Staff Report", 2023 KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMNUSSIONERS 2023 STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: Short Term Vacation Rental Committee ACTION REQUESTED: LEAD STAFF: Mark R. Cook RECOMMENDATION: Direct CDSIPW coordinates with Board of County Commission (BoCC) administrative staff soliciting for committee membership. BRIEFING SUMMARY: • Unregulated short term vacation rentals are becoming more prevalent in the county particularly in upper county. * At two recent town hall meetings in Cle Elum and Easton, residents expressed frustration with the lack of regulation. * Community Development Services (CDS) staff are able to staff a BoCC committee first quarter of 2024. • CDS desires having draft code language to the Planning Commission by second quarter 2024. BACKGROUND: Recent town hall meetings have produced consistent concerns from Upper County residents regarding unregulated short-term rentals. The proliferation of internet advertising results in uncaptured lodging tax revenue from unregistered rental owners. Increasingly, county residents are lodging complaints about late night revelry from heavily occupied weekend rentals. Evaluation of how the United States census captures short term rentals in Kittitas County suggests the census data is marginally accurate. Census data reports a decline in short-term rentals during the past decade. DISCUSSION: Forming a BoCC committee of proponents and opponents to short-term rentals will likely inform staff of issues and obstacles to form a draft ordinance for Planning Commission and BoCC consideration second quarter of 2024. The target date will likely require the committee to meet twice monthly in the months of January, February, and March 2024. CDS staff will collect sample legislation from various counties in the state of Washington and utilize existing legislation to engage committee members on feedback regarding expectations of success and issues of implementation. Page 1 of 2 Public Works "Work Session Staff Report", 2023 FISCAL IMPACTS: Staff time is budgeted in our 2024 administrative budgets for CDS and PW. ATTACHMENTS: None. Page 2 of 2 Public Works "Work Session Staff Report", 2023 KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS —BOARD OF COUNTY COMMISSIONERS 2023 STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: CONSOR Task Order No. 1 Amendment ACTION REQUESTED: Direct Staff LEAD STAFF: Mark R. Cook RECOMMENDATION: Support Public Works (PW) staff decision amending CONSOR Task Order No. 1. BRIEFING SUMMARY: • PW negotiated a professional services agreement with CONSOR for road levy election support in November 2024. • Subsequently, the Board's attorney determined that the negotiated scope of work was inconsistent with restrictions against lobbying for election initiatives. • PW has amended the scope of work with CONSOR eliminating potential conflict with prohibitions and CONSOR has accepted the changes without additional cost to the contract. BACKGROUND: PW is facing a declining fund balance against increasing maintenance costs that is unsustainable. Our ten-year asset management plan offers two service levels: maintenance and rehabilitation/replacement. The maintenance service levels maintain road and bridge service levels but requires a road levy lift to maintain service levels for the next ten years. Absent supplemental levy funding, service levels will be reduced to rehabilitation/replacement. Given fixed revenues against increasing costs, PW will reduce maintenance levels on existing assets allowing some to move backwards (pavement to gravel) and forcing abandonment of others (bridge closures). Seeking to message well ahead of the road Ievy election, PW hired CONSOR for outreach and election support. DISCUSSION: Revisions to Task Order No. 1 remove focused effort on creating election campaign materials and redirect efforts towards public education and awareness. A redline version of changes is provided for Board of County Commissioner (BoCC) review (EXHIBIT 1). The revisions have been sent to the Board's legal advisor for concurrence. Our first task is to develop a list of key county stakeholders for CONSOR to interview. PW desires hearing from the BoCC identifying particular stakeholders the BoCC deems appropriate to begin the public outreach campaign. Page 1 of 2 Public Works "Work Session Staff Reporf', 2023 FISCAL IMPACTS: No charge task order amendment. ATTACHMENTS: EXHIBIT 1: REDLINED COPY OF CONSOR TASK ORDER NO. 1 AMENDMENTS Page 2 of 2 Public Works "Work Session Staff Report", 2023 2024 Road Fund £4eeEienl_v, J of Service Mcssaain4 Public Outreach Campaign Suggested Staff Scope of Work July 19, 2023 1, TASK ONE: RESEARCH Public Works (COUNTY) staff will provide a listing of elected officials and key community members for CONSOR (CONSULTANT) to interview, CONSULTANT will advise on potential interview candidates and develop interview questions designed to elicit a likely level of support from interviewees towards ir�.rhi Ttrad Ftt�-� �w transportation sLivic:., levci . CONSULTANT will interview 12 to 15 people over the phone and compile the responses into a summary document and meet with staffpresenting interview results. DELIVERABLE: Interview summary with a presentation ofresults to COUNTY, BUDGET: $9,537 2. TASK TWO: FOCUS GROUP DEVELOPMENT CONSULTANT will meet with the Board of County Commissioners in an open public meeting (scheduled by COUNTY) discussing likely critical stakeholders, key public officials and influential community members discussing formulation of focus groups. The focus group participants will be recruited randomly from voter lists and will be solicited specifically to examine the state of transportation assets in Kittitas County and test proposed levels of service as advanced in the COUNTY's Ten -Year Asset Management Plan. CONSULTANT will conduct two in -person focus group sessions with up to 10 participants in each session and will inform COUNTY of focus group results and advise any suggestions impacting the proposed levels of service , eele schede - This task includes recruitment, focus group moderation, video and transcripts, analysis, a full report, and a presentation, DELIVERABLE: Results from two focus groups reacting to proposed transportation levels of service and recommendations for any necessary adjustments to proposed service levels; topic guide; report and presentation BUDGET: $25,638 3. CONDUCT COUNTYWIDE TELEPHONE SURVEY The CONSULTANT will conduct a statistically valid countywide telephone survey of likely voters to gauge the level of support for a4eRead4- L ., ...amtaining current transportation service --and to test messaging. The CONSULTANT will work with the COUNTY to develop fit c3 to 7sgven survey questions and the CONSULTANT will conduct and report the Results of the survey. The CONSULTANT will target approximately 200 likely county voters in the survey. Page 1 of DELIVERABLE: Survey; Results from the survey presented in a report and PowerPoint, both in graphic format, BUDGET: $23,990 TASK FOUR: DEVELOP THE ELECTION MESSAGE r "'��:;rA-1G-1� kfAT-iiRIALAS 4- Using results from Tasks Two and Three and any COUNTY adjustments to proposed transportation levels of service, develop the election message m;AePial - This task will include developing anal; ction mess ag ea igrrtker e; potentially up to 5 top level messages, and up to 10 supporting messages. Materials will include one printed and electronic fact sheet, website content, social media posts, and FAQs. CONSULTANT will present draft -n0;1,_1nwe, e e4ieTH.4L-nat,-azidl- messages &-at�c dmpaigR4natct3al4_ to focus groups from Task Two and advise COUNTY of any desired adjustments from focus groups. DELIVERABLE: Election message_-w4d-i- ign m&t ial',-� BUDGET: $18,370 5. TASK FIVE: DEVELOP OUTREACH CAMPAIGN STRATEGY AND IMPLEMENT CONSULTANT will prepare an outreach campaign strategy and implement public putregc] flu? eaiApaigPrwith support from COUNTY. It is anticipated that various outreach techniques will be utilized such as telephone outreach, enlisting lATcurrent 3ervicv lev,41 champions to communicate messaging, webinars with questionaries and other proven industry techniques. CONSULTANT will advise the COUNTY on where to target efforts and the probable costs of each outreach element. COUNTY will lead or support CONSULTANT efforts as identified in the-np*q�ervice level me ssagins strategy. CONSULTANT will identify who is to lead securing various 4Naai,-no11trc cch products (CONSULTANT or COUNTY) and any third -party vendors likely for support. DELIVERABLE: Road Fund "y—uk-etiorticvel of servic campaign materials and delivery of the election messasc arw .gneaampaige schedule. BUDGET: $8,305 TOTAL BUDGET: $85,840 Page 2 of 2 Formatted: List Paragraph, Indent Hanging: 0.5", Numbered + Level: 1 + Numbering Style: 1, 2, 3, ... Start at: 1 + Alignment: Left + Aligned at: 0.25" + Indent at 0.5" KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS 2023 STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: Bureau of Reclamation Floodplain Support ACTION REQUESTED: Direct Staff LEAD STAFF: Mark R. Cook RECOMMENDATION: Direct staff prepare enabling documents recognizing Bureau of Reclamation (BoR) design support. BRIEFING SUMMARY: • Recently, Public Works (PW) staff met with design staff from the BoR reviewing design deliverables supporting ongoing work along the Yakima River from Hanson Pit to Ringer Loop. • BoR staff from the Boise ID office have been working with our Water Resources Manager for the past year evaluating options for de -activating remaining elements of the Hanson Pits levee. • The design products are high quality and are anticipated to improve ecologic function and reduce flooding risk to county residents. • BoR provided this service to PW free of charge. • PW staff desires having the Board of County Commissioners (BoCC) formally acknowledge the BoR design support to BoR regional management. BACKGROUND: For the past several years, the Water Resources Division (WRD) of PW has been contemplating how best to remove the existing remnants of the Hanson Pits levee while managing potential adverse impacts to downstream residents. A team of hydraulic engineers from BoR offered assistance to the WRD and work has been ongoing for the past year. BoR provided this service at no cost to WRD. DISCUSSION: Since PW acquired the Moeur property several years ago, we have been working to design flood alleviation improvements benefiting the property owners downstream of the Hanson Pits levee and improving habitat conditions. Utilizing work conducted in support of the Schakee Levee setback project by BoR, BoR specialists have been able to hydraulically model numerous design approaches supporting Hanson Pits levee removal. The heavily damaged levee presents ongoing risk of avulsion into existing ponds associated with the levee and behind the levee. Page 1 of 2 Public Works "Work Session Staff Report", 2023 Recently, the design team travelled to Ellensburg presenting design and modeling results to the WRD, natural resource entities, and neighboring landowners. The innovative design significantly improves flood protection to county residents downstream of Hanson Pits. The design also improves floodplain function and creates new riparian habitat along the left bank of the Yakima River between Hanson Pits and Ringer Loop. PW desires to formally acknowledge the design team to BoR regional management staff. PW proposes creating acknowledgment by resolution with a letter signed by the BoCC for possible inclusion into the teams BoR personnel files. FISCAL IMPACTS: Administrative costs contained in the 2023 Flood Control Zone operational budget. ATTACHMENTS: None. Page 2 of 2 Public Works "Work Session Staff Report", 2023 KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS 2023 STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: Bowers Field 2024 Discretionary Grant Constructing the Parallel Taxiway ACTION REQUESTED: Direct Staff LEAD STAFF: Mark R. Cook RECOMMENDATION: Direct staff continue working to build program credibility with the Federal Aviation Administration (FAA). BRIEFING SUMMARY: Recently, airport staff were notified of an FAA decision removing discretionary funding of ELN's parallel taxiway programmed for 2024. • JUB (airport engineer) is on track to deliver plans and specifications for taxiway construction in 2024, as programed for the past five years. Engineering staff from the Seattle Area District Office (SADO) met last month with the Airport Manager and Public Works Director discussing SADO's frustration with the proliferation of 75-year leases at ELN. • Responding to the concern, the Airport Manager briefed the advisory committee, and the committee recommends declaring by resolution the county's land lease policy of not exceeding thirty (30) years with a potential for two 10-year lease extensions. BACKGROUND: The adopted ELN Master Plan and Airport Layout Plan have been advancing the need to build a parallel taxiway to runway 11/29 since master plan adoption in 2018. An FAA design grant is nearing delivery by airport consultant JUB. The design is on schedule and Public Works (PW) was anticipating taxiway construction in 2024 as planned. The recent decision by the FAA canceling the 2024 construction grant was unexpected. DISCUSSION: While the FAA's decision canceling the 2024 parallel taxiway construction grant maintains dangerous conditions on runway 11/29 owing to the amount of back taxing taking place currently, it does not appear that the proposed 2026 reconstruction of runway 11/29 is in jeopardy. Failing to build the taxiway in 2024 does create an unknown impact on Central Washington University's flight program. Keeping the program operating during runway 11/29 2026 reconstruction, in the absence of a parallel taxiway, is an issue demanding problem solving on the part of airport staff, CWU and the SADO. The Page 1 of 4 Public Works "Work Session Staff Report", 2023 absence of constructing the taxiway in 2024 also maintains a single circuit for airport lighting and increases the potential for "rat" strikes. A rat strike in 2017 put the airport out of operation for several weeks as staff struggled to locate an appropriate (regulator/transformer) replacing the one that was destroyed in the rat strike. The entire electrical system appears to be direct buried electrical lines (EXHIBIT 2). At a recent update to the advisory committee regarding the cancellation of 2024 discretionary taxiway construction funding, the committee addressed staff s understanding of 75-year lease impacts. The committee recommended that staff prepare a resolution for Board of County Commission (BoCC) consideration setting the maximum lease term at thirty (30) years with two possible ten-year extensions. Staff supports taking this action and providing the signed resolution to the SADO. Staff has requested that SADO staff monitor regional airport improvement projects in 2024 and prioritize funding of the parallel taxiway in the event a programmed airport improvement fails to meet construction obligations. Staff understands that a certain amount of programmed improvements fail to meet delivery schedules every year and there may be an opportunity for re -programming construction funding. We will be in position to build in 2024 as taxiway design is scheduled for completion second quarter of 2024. Construction of east apron improvements appears secure for 2024 construction as the funding source is not FAA discretionary funding. FISCAL IMPACTS: ELN's 2024 capital improvement plan does not contain parallel taxiway construction. ATTACHMENTS: EXHIBIT 1: FAA ELECTRONIC MAIL EXHIBIT 2: 1974 VASI LIGHTING PLAN Page 2 of 4 Public Works "Work Session Staff Report", 2023 EXHIBIT 1: FAA ELECTRONIC MAIL Page 3 of 4 Public Works "Work Session Staff Report", 2023 Candie Leader From: Mark Cook Sent: Tuesday, October 17, 2023 3:50 PM To: 'Tim Ike' Subject: FW: ELN 2024 Discretionary Funds Deferred From: Branchcomb, Chelsea L (FAA) <Chelsea.L.Bra nchcomb@faa.gov> Sent: Monday, October 16, 2023 3:35 PM To: Mark Cook <mark.cook@co.kittitas.wa.us> Cc: Zulauf, Ryan C (FAA) <ryan.c.zulauf@faa.gov>; Candle Leader <candie.leader@co.kittitas.wa.us> Subject: ELN 2024 Discretionary Funds Deferred CAUTION: This email originated from outside the Kittitas County network. Do not click links, open attachments, fulfill requests, or follow guidance unless you recognize the sender and have verified the content is safe. Hi Mark, Unfortunately, the 2024 discretionary funds that were planned for the Bowers Field new parallel taxiway grant will not be available for construction in 2024. The overall discretionary funds for 2024 were less than planned and many funding requests fell below the funding line. FAA recognizes the eligibility and need for the taxiway and other storm drainage improvements so we hope to find funds for the project in 2025 or 2026. Chelsea Branchcomb, PE Project Manager Federal Aviation Administration Seattle Airports District Office (206) 231-4231 EXHIBIT 2: 1974 VASI LIGHTING PLAN Page 4 of 4 Public Works "Work Session Staff Report", 2023 N V s V I Iq f� V u ya � 3 %Yfld I r ID ID h ma e M'd F%i LL In e W Q -� o zC) x a I KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMSSIONERS 2023 STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: Vantage Bridge Deck Replacement Project Update ACTION REQUESTED: Direct Staff LEAD STAFF: Mark R. Cook RECOMMENDATION: Formulate an action plan complementing the State's emergency management plan. BRIEFING SUMMARY: • The Washington State Department of Transportation (WSDOT) is preparing to award a bridge deck replacement contract for the Vantage Bridge along Interstate 90. • Recently, the County Engineer and Director met with fire/life/safety personnel from Chelan, Grant, and Kittitas Counties along with key WSDOT staff from North-Central and South -Central regions. • Safety and emergency response dominated the conversation. • Should we be considering a legislative response to anticipated bypassing traffic? BACKGROUND: WSDOT desires to start bridge deck replacement operations spring of 2024. The three- year project proposes maintaining two lanes of travel — one westbound and one eastbound (EXHIBIT 1 — EMERGENCY MANAGEMENT PLAN). Winter shutdown every year is planned for November 15 — March 15. The following weekends are planned for full bridge access: Memorial Day, July fourth (full week), and Labor Day. One -hour delays are forecast to be common on most weekends with holiday weekends pushing to 90 minutes. Weekend bypassing traffic onto Vantage Highway is likely. DISCUSSION: It is our understanding that WSDOT does not propose staffing the project 2417. It appears that the contractor will be responsible for having a contractor, Traffic Control Supervisor (TCS), present 24 hours during working days. It is possible that there will be no TCS available on weekends unless the contractor is working. Traffic model predictions affirm westbound delays to be likely during weekends with peak westbound traffic on Sunday afternoons. Delays resulting from heavy truck traffic climbing the Vantage grade will likely result in bypassing traffic onto Vantage Highway. Similarly, if eastbound traffic delays approach one -hour, bypassing traffic onto Vantage Highway is expected. A known "hole" in radio coverage exists in Vantage. Page 1 of 3 Public Works "Work Session Staff Report", 2023 Communication with Grant County responders depends on line of sight communication. During our meeting on October 26, 2023, we notified WSDOT of our communication restrictions and requested deployment of portable repeaters be given consideration. We also discussed various emergency response scenarios and all present recognized the difficulty getting to an accident at midspan with only two lanes of travel on the bridge. The narrow travel lanes (11 feet) and the proposed travel speed of 40 miles per hour appear to be problematic and likely to result in multiple accidents throughout deck replacement operations. We also discussed the possibility of a follow-on project — painting the bridge super -structure. Our recent painting experience of Thorp Bridge over the Yakima River suggests painting the Vantage Bridge will be multiple years with ongoing road closures. Alternative routes to I-90 are north to Wenatchee and south to Tri-cities. Added travel time is slightly over one hour in each direction (east and west). Given the project duration is three to four years, it may be prudent to evaluate county legislative solutions dealing with anticipated bypassing traffic. A Transportation Benefit District (TBD) could be formed allowing the use of various traffic control tools such as tolling or intermittent road closures. A deeper legislative dive is required before staff can fully advise the Board of County Commissioners. In the absence of evaluating a TBD, staff will develop a companion road closure plan for deployment when WSDOT closes eastbound traffic at Exit 115 in Kittitas. FISCAL IMPACTS: Staff has updated our mutual aid agreement with WSDOT in advance of the work starting on the bridge. The agreement allows cost share for agreed upon traffic control response measures. ATTACHMENTS: EXHIBIT 1: WSDOT EMERGENCY MANAGEMENT PLAN Page 2 of 3 Public Works "Work Session Staff Report", 2023 EXHIBIT 1: WSDOT EMERGENCY MANAGEMENT PLAN Page 3 of 3 Public Works "Work Session Staff Report", 2023 =�aI WSDCrr 1-90/VAMTAGE BRIDGE - REPLACE BRIDGE DECK, SPECIAL REPAIRS & DRAINAGE Emergency Management Plan Construction Start Spring 2024. Planned Completion November 2027 Project Overview Vantage Bridge Deck Replacement, Special Repairs and Drainage Spring of 2024 through November of 2027 Bridge deck replacement requires narrowing the current deck from four lanes to two lanes. Response and Recovery Keep travellers safe Provide emergency access through multiple events Provide contact information and planning for emergency responders Provide communication regarding the project, anticipated delays and issues associated with delays. The deck replacement requires narrowing the current deck from four lanes to two lanes, running head -to -head in each direction. Additional congestion is expected. Quickly respond to incidents on or around the bridge. Prioritize traveller's safety. i Washington State Department of Transportation Others from table top exerc:se to be added o Emergency Management Plan I-90 Vantage Bridge- Deck Replacement August 2023 MP 137.10 to MP 137.7 Contents Construction Traffic Control Summary 1 Anticipated Backups/Queues X Emergency Conditions - Traffic Control and Construction Response X Access Improvements for All Incident / Collision Types X Serious Collision or Fatality west of the project area X Serious Collision or Fatality east of the project area X Serious Collision or Fatality on the bridge or western approach embankment X Wildfire — West of the project area X Wildfire — East of the project area X Dust Storm X Amber Alert or Other Police Pursuit X Hazmat Spill X Bomb Threat X Freight Considerations — Communication and Restrictions X WSDOT Emergency Operations Center X Emergency Operations Contact Summary X Contractor Emergency Contact Information X WSDOT Emergency Contact Information X EMS Emergency Contact Information X Local Agency and Other Stakeholder Emergency Contact Information X Communications Plan X Construction Traffic Control Summary Traffic Control Plans (TCP) were developed for the specific traffic control situations anticipated for this project. The TCP will meet the Manual on Uniform Traffic Control (MUTCD) requirement for the uniform and consistent placement of traffic control devices to increase driver expectancy and improve driver comprehension of how they can safely and efficiently navigate through the construction work zone. Traffic Lane Configurations: One lane will be maintained in each direction with no physical separation through the work zone across the bridge. Lane widths will be reduced to 11 feet with 1-foot shoulders. Lane with reductions and merging to one lane will occur on 1-90 east and west of the work zone. There will be three alternating lane configurations throughout the duration of the deck replacement work. 1) Live traffic in existing westbound lanes. 2) Live traffic in existing eastbound lanes. 29' WORX ZONE Y' WESTBOUND CLOSED ill 3. I% 71' h' 1 -+-1 h+ 1' SSHLR 3.) Live traffic in split (one lane in each direction) condition with a median closure. 22' y y WORX ZONE •r 3. CENTER CLOSED While the construction is in progress, speeds will be reduced through the work zone from 70 MPH to 40 MPH for the eastbound direction and from 70 MPH to 55 MPH or 40 MPH for the westbound direction, dependent upon queue length. Construction will be shut down/ suspended during these periods: 1.) Memorial Day Holiday each year (2024-2026), from Friday through Tuesday. 2.) July Fourth Holiday each year (2024-2026) one week suspension. 3.) Watershed Weekend each year (2024-2026), from the Thursday prior to the Monday after. 4.) Labor Day Holiday each year (2024-2026), Thursday through Tuesday 5.) Optional winter shut down at the contractor's discretion. Assumed shut down dates - November 151h_ March 15th Holiday Opening Section: T% Optional Winter Shut Down Section: HLD Traffic will return to two lanes in each direction with 55 mph continuous work zone speed limit due to vertical transition on the bridge. 1.z sr� SECTION A s' SHLD Traffic and freight will be warned of delay in advance of the project using dynamic messaging / ITS signs beginning in Cle Elum on the west side and George and Ritzville on the east side. nrER 9 FaET 90 WEST E �ELEs AIiEAb MOE LOAos VAN AGE BRIDGE '� ALT wM I7 MILES AHEAD �71�07,Aft XXXXXXX AY C1R��E JOVM 9 FEETI 25IIES MEAD MR I FEET ME ALT NMI ,a 1� � [� `O8E8 LSA a c�rt� nw WY {wK WEST 40 MOE LUARS B9 MILES AHEAD J9FR 9 FEET XXXXXXX DELAY -- AeEA9 6EG MP E 9 DYER 9 FEM USE ALT ROM Bicycles will be detoured southeast to Milwaukee Road/ Palouse Cascade State Park Trail. Anticipated Backups/Queues Modeling of the traffic through the construction area has been performed to assess delay and queue length. Summary of work zone traffic analysis is provided *rri =he to-Jies iel" fonds e>4a: ude rajcT "tclidaysjmfents). Enstboun- d 1.90 Month Time Period Details Mmda Queue (Mlles] Maximum Delay (minutes) Av�crape Dlverslon Rater gam - 7pm Giomnre�s Ma,^" Fi-; P'14, SU- PM 0.7. C.Q 10,13 1'% April F•'i P. .a.� 39 7% 2.3 29 5"/a 1iefflO ar Da Weekend Fri PM 4.8 16% ]une •.Y 111111111111114 T 1? u 5 P.M. Fri PAW -Mim 'Ned RM 2.7 ,3.3 3.3 34, 1- MN 41 50/0, 1CC+s 4 6 I' 4h of Judy (Thugs) MZjOr Gorge SumroerConcerhs T-1y45I�i G' 3.�.. Z2; EIOs4 Reeu_e6 Cir:erstcr. :caie These t oerlcs IVV Fri PM ID 38 8% Au" l:rl PM 72 17% Labor Day Wkend R ' :a: 3M 3.6 76,45 24%, 11% St:�te-n-er Fri PM 2.8 36 6% Cexber Fri PM 3.3 44 Wastbound I-90 month Tkne ftri Desk mad Mlm Queue Aiaximaarn Delay (prilm) ' (minutm) Average Diversion Palau garn - 7perr C1oan Marcie sun N is 25 4%a Aphl sun PM 3.3 45 12lye ;May Sun PM 3.9 49 120ic Memorial Day Weekend Sun PM 4.3 16% ]urge Sun PM 3.6 is 449"s Sun RM, Mon 1 3.0., 3.2 38; 4 _� Mai" GDrge Summer Concerts 4No. 3% Reduced D'varsicr. Rate Thege'o ker& A* sun PM 4.9 a3 19°�6 August sun PIM 5.8 72 250d6 LabW r Septernber Sawn PM 3.1 I= 9% 0,-- cMr sun PM 35 47 1 12% The worst queue lengths will be mitigated through construction shutdowns/suspensions as described above. Emergency Response Travel — Communications and Traffic Control and Construction Response Incident torn marider directs the set up and jo-c2tion of an Incident Command most/joint Inforrnabon,Center Is there any other role for the contractor/Traffic Control Supervisor other than notification? What method of communicator: wil; be used, radio, cell? Will this protocol work for an incident which isn't in the work zone, fire, accident? Do we need another protocol? Another option - John Himmel proposed creating a Ready Op group to share information to all stakeholders Access Improvements or Mitigation Measures for All Incident / Collision Types Use of the median crossovers: West side F_ East Side - Concerns and mitigations: • WSDOT maintenance has confirmed that they merge the median crossover traffic to one lane with the help of WSQ V4e :ail[ need to confirm VJSP particiaat cn and response t rne. • Conflicting traffic movements in the contra lanes. Could traffic control be set up quickly in the contra lane to merge to one lane and allo4v one lane of traffic floe4 frorn the center median cross over? • Another option to merging to one lane and then using the median cross over at Median Crossover P would be to turn the inside lames thrcugh the median crossover and use the exit and on ramps at Wan•.apim P.cad,'Huntzinger Road for the outside lanes fat least to turn EB traffic). This would smooth traffic flow and reduce some delay for a merge. • WSDOT maintenance has stated that crossover median areas M and N should not be considered further, Keep these areas in tFe p*t? Are improvements needed? • Determr .ne xhether imprcvarrents are needed to the ot')er turnarounds that we plan to use. `'egetaticn removal. pavir-g, lighting, FHA AIA approvals are in progress for rneu"'an turn around area use. • Equiornent should be staged at the turnarounds to ccrtro'l traffic flow, merging to one lane on one or both aides. 'a"600T will supply the traffic control equipment. Who will place the equipment? What is their response time? • Sign median crossover areas for j, Head -to -Head Traffic on the Bridge Deck East Bound Lanes Closed * VANTAGE BRIDGE - Aft REPLACE BRIDGE DECK, SPECIAL REPAIR $ DRAINAGE +7sWSDOT •' VANTAGE BRIDGE - AM REPLACE BRIDGE DECK, SPECIAL REPAIR & DRAINAGE WWSDOT West Bound Lanes Closed •' "• VANTAGE BRIDGE - REPLACE BRIDGE DECK, SPECIAL REPAIR & DRAINAGE WESTBOUND LANE CLOSURE {SHEET 1 OF 21 1 r ...00wwY w �.m a.. —n AM. 'Y VANTAGE BRIDGE - + REPLACE BRIDGE DECK, SPECIAL REPAIR S DRAINAGE wwstw A dry iha Cila l ♦.up�.NY 8.. LOC411W ► TSurp.�Y .ON xp.nrNW IYNM � runic s4rerr o.cw a.[Cr+ON 9v All6rIL Center Lane Closed VANTAGE BRIDGE REPLACE BRIDGE r'FCK, SPECIAL REPAIR & DRAINAGE CENTER LANE CLOSURE (SHEET 1 OF 2) TarORAm elra IngnoX h TEMWRY •GM IOGTpM WIXk IEIONq ' F Y4 • lAAfgL XAEEIY CRFW — _ �� RXYPMARP CCIIEiI�IF XARR•IA ...{a,. TlIIPplAlp W A119XYXM M � EXO .f [ROAD HOAX x� i W WWOT "I" VANTAGE BRIDGE - �. • 7 REPLACE BRIDGE DECK, SPECIAL REPAIR & DRAINAGE qSWSWT T TEYPpf4Nv 51�/ LO[AriEX. k p 1FMXpp4i yCN IOCXIXM ISW..�Xlwn; jF .l 1RAFFIC BAFFit OAIW i Due to the expected congestion, it will be difficult for EMS to get into any incident or collision scenario on the bridge. Mitigations: • :Have traffic control on site, a gate, drums or a tyNe 3 barricade at either end of the bridge deck work zone. In the event there were a collision somes,�here ir the midd�e of the head -to -Dead work area, the gate, drums or barricade could be -moved to block off both lanes at each end & the work area: If the collision or;rcident is in one tune. r&ease traffic in the lane wthout the cohision in t+.e forward direction, while Keeping oncom`ng vehicles of* the bridge. Once the lane clears, release cars in the collision lane by flagging them around and oMF, of the work area in their forward direction, while keeping oncoming traffic off the bridge. Once both lanes are clear, EMS could approach from either site. 4 Tr.,s should be clarified during the tabletop exercise or oefore if possible. Vegetation Management WSDOT plans to maintain 8'-10' of bare ground adjacent to the shoulder of the road to mitigate fire risk in the project area. Additional Project Lighting Lighting is included in strategic areas within the project area. Serious Collision or Fatality west of the project area EMS will approach the site from Ellensburg. Traffic will be stopped or routed around the collision area per typical operations with the help of WSP. EMS will turn through center median turn around area P and return to Ellensburg. In the event air support is required, EMS will bring the patient to the Vantage Stockpile site. A helicopter landing pad will be established. i EUGOPTM Lk4U(MG FAVI Serious Collision or Fatality east of the project area Travelling public will be directed to SR 26 if it is necessary to clear the highway. EMS will approach the site from George. Traffic will be stopped or routed around the collision area per typical operations with the help of WSP. Depending upon the location of the collision, EMS will turn either through graded gravel road at MM to access SR 26 south bound or at the SR 26 Exit, turning to the 1-90 east bound on ramp to return to George via the emergency EMS lanes. In the event air support is required, EMS will bring the patient to the wide area in the gravel road between 1-90 and SR 26 for transport. WSDOT Maintenance and WSP will also create a landing area as directed. tq) �c Serious Collision, Fatality or Fire on the bridge or western approach embankment Westbound, Eastbound or Center deck closed EMS will approach the site from George or Ellensburg, depending upon availability. Head -to -head traffic will be stopped by blocking both lanes of traffic on either side of the work zone. If traffic can move around the lane that the collision occurred in, barricades will be opened and traffic on the bridge released in the forward direction only, keeping oncoming traffic off the bridge. When the unaffected lane is cleared, vehicles in the affected lane will be flagged to leave the bridge in the forward direction only, keeping oncoming traffic from entering the bridge. When traffic in both lanes has been cleared, EMS will enter the bridge deck. In the event air support is required, EMS will bring the patient to the wide area in the gravel road between 1-90 and SR 26 for transport, or to the Vantage Stockpile Site, and or as directed with WSP support. Will incident response team (IRT) and or tow be available? If both lanes (or the single lane for the center deck) are blocked and a wrecker and roll off truck are required, WSDOT will work with the contractor to clear the deck or lane. Once the accident and traffic have been cleared the wrecker and EMS can enter the deck. Wildfire (Large Event -Small events can be scaled) West of the project area. Assume North to South Prevailing Winds Assume a grass fire start on the west bound lanes. Construction project manager to direct a work stop. WSDOT and Contractor forces to aid in clearing traffic in the work area and near vicinity. Traffic Control Implementation: Smart Work Zone System, traffic delay signs and existing VMS's will be utilized used to provide advanced notification to motorists. Traffic delay signs placed in Cle Elum MP 82.71, Ellensburg MP 107.47, George MP 154.62 and Ritzville MP 226.42 will be set to 1-90 closed. Implement a wide scale detour through the following: Responsibility for detour set and response time Highway and Ramp Closures Needed (west to east): Highway closure at Kittitas 1-90 EB on ramp at Kittitas 1-90 WB on -ramp at Huntzinger RD 1-90 EB off ramp at Huntzinger Road SR 26 WB Silica WB ramp Highway closure at George 1-90 WB on ramp at George 11 k1e ftir Large Scale Graphic - Wildfire on the West Side of the Bridse.docx Which agency can respond to set up and manage? Time to respond? Wildfire (Large event. Small events can be scaled) East of the project area. Assume north to south prevailing winds. Assume a grass fire start on the east bound lanes. Construction project manager to direct a work stop. WSDOT and Contractor forces to aid in clearing traffic in the work area and near vicinity. Sweep incident area to make sure no vehicles remain. Traffic Control Implementation: SWZS, traffic delay signs and existing VMS's will be utilized used to provide advanced notification to motorists. Traffic delay signs placed in Cie Elum MP 82.71, Ellensburg MP 107.47, George MP 154.62 and Ritzville MP 226.42 will be set to 1-90 closed. Implement a wide scale detour through the following, Responsibility for detour set and response time Highway and Ramp Closures Needed (east to west): Highway closure at George 1-90 WB on ramp at George Interchange at Silica — Keep open? The highway may be the fastest route out of the area. Turn SR 26 EB traffic at SR 243 EB on ramp at Huntzinger Highway closure at Kitdtas 1-90 EB ramp at Kittitas RC.-.LrAST Of P�'4 tea* fe h F1 �''.r•�'a;.�,��., L+ate /Vs Lar a Scale Graphic - Wildfire on the East Side of the Brid e.docx Which agency can respond to set up and manage? Time to respond? Dust Storm Road closures if visibility is poor (with WSP and WSDOT concurrence). Implement road closure procedures Amber Alert or Other Police Pursuit 5 I + ' r + ji Fifr�Y *I 1 I ,t WSP will manage this event. Lights and sirens will move traffic to the right shoulder. Shoulders will be used as needed for access. Hazmat Spill WSP/DOE Hazmat Team will manage this incident. WSDOT will support traffic control efforts. Bomb Threat WSP will manage this incident. WSDOT will support with traffic control efforts. Adverse Maintenance Conditions WSDOT Maintenance will address these conditions (snow, ice, flooding?) through the work zone. Suicide Attempt/Person in the water/Large debris in the water Construction inspector to contact Grant County PUD for incident boat recovery. Freight Considerations — Communication and Restrictions Significant communication with the freight groups has already been done. Continuing communications plan will be developed. Access restrictions will be in place. Oversize movements will be allowed with coordination through the Commercial Vehicle Service (CVS). Freight operators should be encouraged to avoid the area. Maneuvering trucks through the median turn arounds and any bridge deck closures will be difficult. Add commercial vehicle signage? WSDOT Emergency Operations Center Will only activate with an event Emergency Operations Contact Summary Below are primary contacts during the construction listed in priority order. Emergency Access Traffic Control Supervisor (available 24/7?) Project Manager Office: j After Hours: Administrative k Office: i After Hours: Superintendent � Cell: After Hours: ESC Lead Cell: After Hours: I Traffic Control Supervisor Cell: I Amer Hours: WSDOT Emergency Contact Information Project Voicemail Project Manager Assistant Project Manager Communications Traffic Management Center Operations ' Emergency Manager WSDOT Emergency Operations Center EMS Emergency Contact Information •.Phone'N.Umber Email i I Local Agency and Other Stakeholder Notification through Ready Ops Grant County Chief Deputy— i Josh Sainsbury 509-750- jsainsbury@grantcountvwa.gov Emergency Emergency 1 7306 Management Operations Kittitas County Chief Deputy- Darren 509-201- I darren.higashiyama@co.kittitas.wa.us Emergency Emergency Higashiyama 6013 (Cell) Management Operations 509-933- f 8206 (office) Yakima Valley Director Tony Miller Emergency Management 509-574- i antone.miller@co.yakima.wa.us , 2155 Chelan County i Chief Deputy- E Jason Reinfeld Emergency Emergency I Management Operations I (509) 667- 16863 lason.re!nfeld@co.chelan.wa.us i I Kittitas Valley Fire & Rescue Fire Chief Brandon ; Schmidt (509) 964- 2435 kcfdl@fairpoint.net Communications Plan Previously completed briefings: Mar-22 I Briefing date .Washington Trucking Association Tuesday, March 8, 2022 Apt'-22 Senator Warnick and Rep Dent Briefing Thursday, A ril 28, 2022 Aug-22 .Washington Trucking Association Wednesday, August 31, 2022 Sep•# � �i ;City of Ellensburg Tuesday, September 13, 2022 Emergency Management Service Providers in Kittitas County and others Wednesday, September 14, 2022 act-22 City of Royal City Wednesday, October 26, 2022 Nov-22 'City of George Thursday, November 3, 2022 jCltv of Cle Elum Monday, November 14, 2022 Agricultural Summit (At request of WA potato Commission) Monday, November 21, 2022 Dec-22 (Grant County Public Utility District Live Nation the Gorge Amphitheater Thursday, December 8, 2022 American General Contractors Annual Meeting Thursday, January 5, 2023 !Washington State Tree Fruit Association Thursday, January 19, 2023 Feb-23 3 Washington State Department of Transportation Joint Training Conference Westside/Washington Asphalt Paving Association Tuesday, February 28, 2023 Mar-23 Washington State Department of Transportation Joint Training Conference Eastside/Washington Asphalt Paving Association Wednesday, March 1, 2023 �A r-23 ,City of Mattawa - Public Works DirectorJuan Ledezma Monday, A ril 24, 2023 Desert Aire Owners' Associaton Sunland Estates Tuesday, April 23, 2023 Ma -23 _ Re . AlexYbarra -13th District Monday, May 1, 2023 The Port of Whitman County NW Sea ortAlliance Thursday, May 4, 2023 Senator Mullet District 5 (presentation given to Legislative Aide, Connor Prieve) Monday,May 8, 2023 .QUADCO RTPO Quad County Regional Transportation Planning Organization) —Adams, Grant, Kittitas and Lincoln Thursday, May 11, 2023 Fishington Public Ports Association Thursday, May 18, 2023 lun-23 " CouncilmemberSarah Perry, King County District Thursday, June 1, 2023 Future Outreach To be developed. KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: 2023 Road Standards Review Committee ACTION REQUESTED: Direct Staff LEAD STAFF: Joshua Fredrickson RECOMMENDATION: Affirm Public Work's decision to disband an informal group of stakeholders which reviewed proposed changes to Public Work's Road Standards BRIEFING SUMMARY: The Board of County Commissioners gave direction formulating an informal review committee in 2018. • The effort in 2019 stalled and Public Works reformulated an informal group of stakeholders in November 2023 to vet proposed changes to County Road standards. • The review committee has met and provided their input. • Proposed changes have been submitted to the Planning Commission and will be submitted for BOCC consideration. • With the review completed, the informal committee may be disbanded. BACKGROUND: PW recommended an informal committee of road standards reviewers comprised of the following stakeholders: • Land Developer • Land Use Planning Consultant • Local Engineering firm • Local Attorney and Land Use Developer • Local Realtor • City staff representative • County Engineer • Public Works Director County Road Standards (Title 12 of Kittitas County Code) were completely revised in 2018 using consulting services from KPG (PW Civil Consulting roster). The informal committee met and reviewed urban standards for inclusion into the Interlocal Agreement with the City of Ellensburg. Public Works is appreciative of the time and effort made by the informal committee to review the updated standards. DISCUSSION: The informal road standards review committee began meeting in December 2022 and concluded in the summer of 2023. Proposed revisions and adjustments to the road standard were submitted to Community Development Services for presentation to the Planning Commission. It is anticipated that code updates will be presented to the Kittitas Board of County Commissioners for consideration. With completion of the review process by the informal committee, Public Works proposes to disband the informal committee. FISCAL IMPACT: None ATTACHNIENTS: None KTTTZTAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: Kittitas Highway Speed Study Results ACTION REQUESTED: Schedule a Public Hearing receiving the Engineer's Report on the Request for Speed Reduction LEAD STAFF: Joshua Fredrickson RECOMMENDATION: Schedule a public hearing for December 5, 2023, receiving the County Engineer's report on the request for speed reduction on Kittitas Highway (MP 1.03 to MP 2.36) BRIEFING SUMMARY: • A resident on Kittitas Highway requested a speed reduction on Kittitas Highway from the Ellensburg City limit to No. 6 Road (MP 1.03 to MP 2.36) on August 21, 2023 • The speed study was conducted on September 13, 2023, to September 20, 2023 • Speed study data collected at MP 1.45, 1.73 and 2.14 • Average daily traffic (ADT) of 5,304; 4,503; and 5,022 vehicles, with 18%; 20%; and 17% trucks respectively • ADT distribution is 50% eastbound and 50% westbound at MP 1.45 and 2.14 • ADT distribution is 58% eastbound and 42% westbound at MP 1.73 • 85% speed at 52 Miles Per Hour (MPH) at MP 1.45 and 55 MPH at MP 1.73 and 2.14 • 38 accidents in the past five years BACKGROUND: Responding to a request received on August 21, 2023, to reduce the posted speed on Kittitas Highway, Public Works deployed traffic data collectors September 13, 2023, and collected through September 20, 2023. This data prompted additional consideration and data collected at the intersection of Kittitas Highway and No. 6 Road. Due to considerations regarding this intersection, data reporting was delayed. Based on the characteristics of the roadway, traffic and speed data was collected at three locations: mile post 1.45, 1.73 and 2.14. The first segment, with data collected at mile post 1.45, has 18 percent truck traffic within the average daily traffic distribution of vehicle size. Traffic at this location is split 50.2% eastbound and 49.8% westbound. Overall 85th percentile speed at this location is 51.8 MPH with directional speeds of 52.6 MPH westbound and 51.1 MPH eastbound. The second segment, with data collected at mile post 1.73, has 20 percent truck traffic within the average daily traffic distribution of vehicle size. Traffic at this location is split 57.8% eastbound and 42.2% westbound. Overall 85th percentile speed at this location is 55.1 MPH with directional speeds of 54.0 MPH westbound and 56.3 MPH eastbound. The third segment, with data collected at mile post 2.14, has 17 percent truck traffic within the average daily traffic distribution of vehicle size. Traffic at this location is split 49.5% eastbound and 50.5% westbound. Overall 85th percentile speed at this location is 55.1 MPH with directional speeds of 54.9 MPH westbound and 55.3 MPH eastbound. DISCUSSION: 85th percentile speeds show traffic is operating at a speed greater than the current speed limit of 50 MPH. There are 38 approaches along this full segment of Kittitas Highway, primarily serving residential and agricultural uses. There were 38 recorded crashes along this roadway in the previous five years. The majority were located at the east end of the study segment, the intersection of Kittitas Highway at No. 6 Road. FISCAL IMPACT: None ATTACHMENTS: Exhibit 1: Speed Reduction Request Exhibit 2: Speed Study Results Exhibit 1: Speed Reduction Request Josh Fredrickson From: Linda Clerf <pat1infarms1 @gmail.com> Sent: Monday, August 21, 2023 8:24 PM To: Josh Fredrickson Subject: Study for Kittitas Hiway CAUTION.- This email originated from outside the Kittitas County network Do not click links, open attachments, fulfill requests, or follow guidance unless you recognize the sender and have verified the content is safe. Dear .losh, As a resident of Kittitas County, living on the Kittitas Highway I am requesting a speed study be done so the speed limit can be reduced from the city boundary to the #6 Road. After seeing another accident at Mathews Road and Kittitas Highway today I feel the need is growing daily to reduce the speed. The traffic on this road has risen exponentially over the years. We have lived on this highway for over 32 years so I'm not a newbie to the situation. Driving a tractor and pulling equipment is becoming more dangerous all the time, also. If you have any questions please feel free to contact me concerning this matter. Sincerely, Linda M. Clerf 890 Kittitas Highway Ellensburg, WA 98926 509-925-7447 Exhibit 2: Speed Study Results v7 Z k � i o E C - Y s � F s Ln 6 S5 �r V N Lr! * "� p•y c v i CL 8 T LM � i EiE y�3 m_ qq �5 g pr5 V6 LL LU ` Y };fi ULJz¢ 'e re Ali In r'tif ^ s p S pp .iJ '3 >>3`; •. �iT K` € e - S"€«$ ' i �p77I ._I W N Q 0.1 r 3k'4f'lli6 tiryx gy {L p i 5 y 4 Y 'u �qq C e @ �xS3 h N N W L R-oad Name MP Begin Count Date End Count Date COMBINED TOTAL TOTAL I TOTAL DAYS FACTOR COMBINED TOTALS Average Total Adjusted ADT Cars, Pickups & Trailers Singles Doubles Trains 96951 LL86% Speeds Klttitas Hv+ry EB 51.1Q _. 1.450 WB 52.60 __day _ End Time 7 64 AM, /2023 V1lednes!Begin Time 9/2010 00 AM .fai Hours i 164.93 Total Days- 6.9 i I - i 32546 4736. } 1 12 ---r- , (GROSS ANNUAL TONS: TRUCK ROUTE CLASS: 47361 5304 i% PERCENTAGE 3883 0.82! 758 0.161. ._ 90 : 0.02 5 0.00 . 4736 1.00 i Bikes - 0.006 rCars & Trailer 0.584 2 Axle Long 0.224 Buses 0.006 2 Axle 6 Tire _0.158 Single 3 Axle 0.002 Single 4 Axle 0.000 Double < 5 Axle 0.015 i Qouble 6 Axle 0.002 DDouble 6 Axle 0.002 Multi <6 Axle 0.000 Muttl 6 Axle 0.000 Multi >6 -- - ; 0.001 TOTAL TRUCKS - 852 ,TRUCK I INMALaa %..trinity ruL.m: vv,)Ik- ROAD NAME' Becg.n Count Date I -me End Court Dap Tome Counter Nuninta ILI North Arrow �` / Sketch counter JOL,)t,nr:, sdpatiN tlrir ISIAII.0, l,lt;O*i a:)afl af"C dicolmoce to rjearest cross road Or other identifying T:Gu1? f�-(I{ulS�L1 (j - 6iA - 1 Traf is Tech Date PosiEd�-_,rv_ ` 5 ROAD NAME : KITTZTAS Hwy MILEPOST 1.45 CROSS STREET .07 ml W of Matthews Rd Site: 96951 Wednesday, 9/13/2023 10:15 AM - Wednesday, 9/20/2023 7:00 AM Volume Grand Totals Average Hourly Volumes .EASTBOUND WESTBOUND Combined 12:00 AM 6.7 6.1 12.9 1'00 AM 6.6 4.0 .10.6 2:00 AM 2.7 3.9 6.6 3 00 AM 4,0 8.6 12.6 4.00 AM 6.6 13.1 19.7 5:00 AM 15.6 341 49.7 6:00 AM 47.7 94.9 142.6 7'00 AM 90.2 1838 274.0 8:00 AM 103.5 202.0 305.5 9- 00 AM 121.8 185.2 307.0 10:00 AM 140.7 165.3 306.0 11:00 AM 171.1 168.9 340.0 12:00 PM 188.6 160.9 349.4 1100 PM 175.1 176.4 351.6 2:00 PM 209.1 179.1 388.3 3 00 PM 214.4 187.3 401.7 4:00 PM 243.6 164.4 408.0 5: 00 PM 221-9 156.4 378.3 6:00 PM 151.7 119.6 271.3 7:00 PM 1089 894 198.3 8:00 PM 84.0 50.3 134.3 9.00 PM 43.6 347 78,3 10:00 PM 30.0 19.6 49,6 11.00 PM 13.7 10.0 23,7 Average Daily Traffic (ADT) 2401.7 2418.0 4819.8 Volume Totals EASTBOUND WESTBOUND Combined 16485 16325 32810 5.0.2%0 49.8% Al Q 75 0 6 C C O Q O 6 O a] a7 A C p A O C o a o C C 6 8 C 7 b0 � fD E O A U rl O O O O Q O p 0 O O fl O a a o o M 0 0 0 o O V 1! y M 3 ri C O O 0 0 0 'D C o C O C 0 0 O C 0 0 M g C 0 C p a 7 0 �p Lei O W u O Cl O O Cf O 0 0 G N O w 0 �I O r+ 0 a] D Q o O Q 0 kD C 000000000 a? 40 a CD 0 D 0 CCC CCdO 02 of v ,� o v O 0 0 0 M a t O < j a 0 0 0 O a C Q 0 C 0 0 0 0 0 0 14 O p p O O O O tr Q M ry O 7 10 O A A w w O O N M gn R M %D .i .i %D p O an .w v O 0 a M O G7 C O p 0 0 C C O O a 0 0 6 C O S C O O O O o Lei ! a M M y tlyQ 4 7 NO O 0 U O r: O .+ 4 Ln a M N O n p+ kv w O .y r .+ 7 Oi D D n _U a D, N IO W 16 O O O N X:s N M U9 M 1 O rt v v Q at a 0 0 4 G O a #+ O O N O o M O M O O O a l7 0 0 a g 0 a! a sp ,p ao��o4CCooaoc Ct?o do D R v1 q ti M Y as 0.4 t].4 er 0 v, gOrfM reRw RAD T.1C .4m C? aD YI yb dd m G a o [] 0 0 Q O o O C7 C C O O o C O C Q 0'o Q 0 0 6 er q e`z ry�? sn r,ln w�� p M !R o y� c c won�DLnoNo�.rmwN 040me yam e: C ap c OO.�.aaoN ao.N r:Mri0.at.k6No+.t.-i. o y ma \7 w` a+ � M� +-� N N N N N M N .-I '+ D 0 Y X N 4 M 4 N N N O D O O q O �d m to O Ln o o r a H W W R M M +a 40 O c Ccoa aao w i i6.+.+ci,4r000 riooaco a �, °i� a m AR M 16 0 0 4D N N O a0 Q n �D �D O .� ti er O n 10 v r m x e •+ .+ o .4 N M ri C, 1+ O l!i p� a7i p �} a0 D N T Q 1� Or b f•5 N Q C' R7 0 X C Ep V e� rV M r1 In rl R V Q son R N N rl N N &A a� M N N ca i Q1 R O M a N R N ap M IV C •4 r) v 1D %D M a1 b 1, 40 " lD N to 12 in a d R N N M O m a T -F M N VI th A+ Y1 n Sn M u1 f. 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DAYS FACTOR _ COMBINED TOTALS Average Total Adjusted ADT Cars, Plckups 8 Trahers Singles Doubles Trains TOTAL 6 _ 185% Speeds Kittitas, Hvw EB 56.30 1.730 WB 54.00 55.15 9113l2023 Wednesday Begin Time_ 10. 16 AM 9/20/2023 Wednesday :End Time Z.15 AM Total Hours 164.98 Total Days 1 27637 44020 . i 4020 1% PERCENTAGE 3220 0.80 716 M& 76 -0.02' 01 _ 0.00 1. 40i2 1.00 GROSS ANNUAL TONS TRUCK ROUTE CLASS: I Bikes C 04 Cars & Trailer 12 Axle Long 0.234 Buses 0.007 2 Axle 6 Tire 0.177 Single 3 Axle-- 0.001 4 Axle 0.000 #Single Double S Axle _ 4.017 Double 5 Axle U.01 Double > 6 Axle _ 0.001 Mufti -c6 Axle _11 0.000 TMutll 6 Axle 0.000 Multi >6 0.006 TOTAL TRUCKS 792 iTRUCK __ _ ._ . 0.20 I Kittitas Counry Pudic b'U;,rh 3 ROAD NAMEf 7.7.17� 5/iCJ Begin Count Dam, z 3 End Cour a Dau., `i ` � " � Timp COLnser Numner Mp /,73 North Arrow Sketch counter iouatirr, ;dent,.& tcr.+� ti � i4i lii .� ,iEt.'d.; a -,"FT allc djo, 14r,(A", tti nearest cross road or other identifying point -- - - .- f f I Traffic 7Te�)O t2 C.,,r[ - C-t-rtci M+d'7 Datt. Posted ROAD NAME KMITAS HWY Site: 95951 MILEPOST 1.73 Wednesday, 9/13/2023 10;30 AM - CROS5 STREET .20 mi E of Matthews Rd Wednesday, 9/20/2023 7:15 AM Volume Grand Totals Average Hourly Volumes EASTBOUND WESTBOUND Combined 12:00 AM 7.4 3.7 11.1 1:00 All 5.4 24 79 2:00 AM 2.6 3.0 5.6 3:00 AM 4.0 5.6 9.6 4:00 AM 7.3 9.7 17.0 5:00 AM 16.7 26.6 433 6:00 AM 50.9 81.9 132.7 7'00 AM 93.2 1640 257.2 8:00 AM 99.5 169.2 268.7 9:00 AM 122.8 140.7 263.5 10:00 AM 135.3 121.5 256.8 11,00 AM 162.1 114.4 276.6 12:00 PM 182.1 105.0 287.1 1 * 00 PM 171.1 123.0 2941 2:00 PM 203.3 125.7 329.0 3.00 PM 208-6 1279 336.4 4:00 PM 234.7 113.3 348.0 5.00 PM 217.4 105.6 323.0 6:00 PM 147.6 83.9 231.4 7.00 PM 107.1 531 160.3 8100 PM 84.3 29.9 114.1 9 - 00 PM 44.7 20.6 65.3 10:00 PM 28.0 11.9 39.9 11:00 PM 12.4 6.6 19.0 Average Daily Traffic (ADT) 2348.7 1748.9 Volume Totals EAST80UND WESTBOUND 16089 11733 57.8% 42.2% 4097.6 Combined 27822 1 -,Z q as m Qa �T` ��. 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Begin Count Date End Count bate COMBINED TOTAL_ TOTAL / TOTAL DAYS FACTOR Xittitas Hwy Wg ?2.140 9/131202 ;Wednesday Begin Time 9/2012023?Wednesday End Time Total Hours Total Days 30822 4484 1.12 COMBINED TOTALS Average Total 4464 . Ad}usted ADT 6022' 1 PERCENTAGE Cars, Pickups & Trailers 3726� 0.83 . Sin-s _. le 668 0.15: Doubles j 83 - .____.---------- 0.02 Trains 4. 0.00: 3 TOTAL j 4484 1.00 ° GROSS ANNUAL TONS: Ls TRUCK ROUTE CLASS: 54.90 55.36 _ 55.10 7:30 AM 6.9� 'Bikes 0.605 Cars & Traifer f 0.587 12 Axle Long Buses I Bus _. 0.005 _._._ l2 Axle 6 Tire -_� 0.147 f 9ingie- 3 Axle 0.002 !Single-4 Axie 0.000 Double <_6 Axle ._. 6.016 Double 5 Axle 6.002 Clouble > 6 Axle 0.001 Multi <6 Axle 0.000 IMutli S Axie 0.000 {Multi >6 0.001 j 1.00 _ TOTAL TRUCKS i 158 0.17 Kittitas Coniniv Puol,C ROAD NAME- Begin Count Date -%3 7 3 End Coui It 0.1-f- C 2 Counter Nurnoer lu,7 +505Aq U, Z 1 M l (A1 o f 100, b Re( L _.._. North Arrow Sketch counter loL;atir,r lent, fy ti!° �� f k!�t !l;t,i+ .4+tj�:; a.)ar7 canc distiincr' to nearest cross roaci or other i0entifying pore f? Nn,c Rd 4L-t-0145 } JW7 i C T Posted . raffic Tech Datc ROAD NAME KrMTAS HWY MILEPOST 2.14 CROSS STREET .21 mi W of No. 6 Rd Intersection Volume Grand Totals Average Hourly Volumes Sate: 96951 Wednesday, 9/13/2023 10:45 AM - Wednesday, 5/20/2023 7:30 AM WESTBOUND EASTBOUND Combined 12:00 AM 5.9 7.1 13.0 1:00 AM 4.1 5.3 9.4 2:00 AM 3.9 2.7 6.6 3:00 AM 8,0 3.6 11.6 4:00 AM 12.6 6.1 18.7 5.00 AM 31.7 16.6 48.3 6:00 AM 92.4 51.6 144.0 7.00 AM 174.5 87.2 261.7 8:00 AM 195.3 92.7 288,0 9.00 AM 172.8 1132 286.0 10:00 AM 154.7 128.5 283.2 11.00 AM 161:a 151.6 312.6 12:00 PM 152.7 176.4 329.1 1.00 PM 169.0 162.4 331.4 2:00 PM 176.6 194.7 371..3 3.00 PM 1751 2006 3757 4:00 PM 166.4 229.1 395k 5..00 PM 151.0 2077 358.7 6:00 PM 121.9 143.0 264.9 7 00 PM 82.4 98.7 181.1 8:00 PM 46.4 $0.3 126.7 9*00 PM 333 45.4 78,7 10:00 PM 17.9 26.3 44.1 11'.00 PM 10.0 12.6 22.6 Average Daily Traffic (ADT) 2319.6 2243.4 4563.0 Volume `I•otals WESTBOUND EASTBOUND _ Combined 15660 15345 31005 50.50/0 49.5% 1 u O tS c b uj g� 0 0 N 0 N Iq 'i O a O d 1 G O ++ C Q E a 0 C 0 4 D 6 8 0 0 O h O O 6 d O p 4 C a d O c h x� 0 0 0 0 o a d o o g o 0 0 0 0 o c3 o a o o d a c ,a OdoL�00pop0p000C0 ciOO-30coo .A V w o a 0 r'l M 6 r7 n M N 0 N .-I o M., o M .+ d .a 0 0 0 0 xn 0 0 0 0 0 6O O O G 0 0 t7 O C O O -O 0 Ci 0 0 D L] 02 A w 0 O .-� M O 0 .-1 M N D N IA f•l 1�1 q a 'i C r! 0 +r d 0 ,w ..i Q; 0 0a0 o 0 C 0 0 0 0 oc+00 C;Amin0o0 0 V1 JN( N 4 4 rt o ri fC O R O M 0 0 'd in .4 O V' d 7 0 0 0 G 9 C7 r-I N a m M MF .M WI P'1 N ri ri .w 0 0 0 4 O In O V O ow 0 0 0 16 0 0 0 0 cS O C7 o o 0 i7 0 0 0 0 0 0 d O a a � st v qj a)0 0 0 M M. q N N 07 N R rl m o 0 0 CD CD0 0 0 0 i dt x2Cq 000coo0a00 0[j 6 ci. 0 O op M V1 >0 d g W in M O+ OY M O w a 7 r\ v w :♦ q r! o vF oc00MVi cr%r, )5 14 N N N N N N N N N N M 1-4 N 'A 0.4 0'1r2cOm t7i 0>•on ma m , No-4 0a to _0 cm sr• M v a i` w, w m 0 M ry a rl n c, ,•I .I ,-[ m .. 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X � 4 a 1° a A my a in8 v V V C �: OI a= In W L. x � •�� M N in L4 V F N Go o Ln +�+ N v viv Nv a E Ln M,i LD N +-4 Ln M M N N Ln in N n tQ 0 1 �p M� v 0o M N m N 10 L M N n W n to C m d n Q M 1 O con V 71 0 Ln N H a N n Nr w f�1 in n 00 01 Ln Ln to O 0 v .-4 M N � I M M M O n 00 v (n M v KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS — BOARD OF COUNTY COMMISSIONERS STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: No. 6 Road Speed Study Results ACTION REQUESTED: Schedule a Public Hearing receiving the Engineer's Report on the Request for Speed Reduction LEAD STAFF: Joshua Fredrickson RECOMMENDATION: Schedule a public hearing for December 5, 2023, receiving the County Engineer's report on the request for speed reduction on No. 6 Road (MP 0.00 to MP 1.02) BRIEFING SUMMARY: • Considering a speed reduction on Kittitas Highway (MP 1.03 to MP 2.36) Public Works is also proposing to reduce speeds on No. 6 Road (MP 0.00 to MP 1.02). • The speed study was conducted on October 5, 2023, to October 12, 2023. • Speed study data collected at MP 0.89. • Average daily traffic (ADT) of 3,400 vehicles, with 20% trucks. • ADT distribution is 51 % southbound and 49% northbound. • 85% speed at 51 Miles Per Hour (MPH). • 56 accidents in the past five years. BACKGROUND: Responding to a request received to reduce posted speed on Kittitas Highway, Public Works also collected data on No. 6 Road, deploying traffic data collectors October 5, 2023, and collected through October 12, 2023. Traffic and speed data was collected at mile post 0.89. This segment has 20 percent truck traffic within the average daily traffic distribution of vehicle size. Traffic at this location is split 50.6% southbound and 49.4% northbound. Overall 85t' percentile speed at this location is 51.0 MPH with directional speeds of 52.0 MPH southbound and 50.0 MPH northbound. DISCUSSION: 85t' percentile speeds show traffic is operating at a speed at the current speed limit of 50 MPH. There are 11 approaches along this segment of No. 6 Road, primarily serving residential and agricultural uses. There were 27 recorded crashes along this roadway in the previous five years. The majority were located at the intersection of Kittitas Highway at No. 6 Road. FISCAL IMPACT: None ATTACHMENTS: Exhibit 1: Speed Study Results Exhibit i : Speed Study Results 1 tl•- An• iY NO. 6 RD SPEED STUDY: MP 0.89 4' J p � _1 V.il�li;i' Wy.s P ntr',U A Neely if ll'&i TRAFFIC DATA FOR NO.6 RO WIP 0.89 good Now Requested a-w 3vwd SN* ffes&U l'tMhN er I WO Re"WWF eadaf W MP 0= • MP 1.02 Speed thin and Iramectim AUT 31100 in W Ull (IW2M) 4591rsl U per daV with Grass Annual Nt"s County No. film ("WO) review Tonsor1,MA750 Puto,Works SL.21 aeefiiv0ft l.Se (VANTAGE WM To OTTITAS HMJ 33 approaches In 1,02 miles 27 acddems in the fast 5 years SPEW THAT i0 MPI 7 FFC {RURAL MAJOR COLLECTOR) BST. 24 width l'lwy 1r!haPnav+,h.t. dme sdM Yx afywx.y JIa[fitted weNa'•feddh!YMx.9p'.Y'a PwPl.uPldr'rvl+tor.SYann nxe Raced"P'd m Tar awd-t"a WRana pnaetlrlRt brwrr-9 meA NYWM w.--kdnnar W rn[efeN u—.d—Aq.WFholw.l NasYeldl.Aae*01104 resYMwnrin ardtlr Cat' a.1 Pyrrarnroue dueu,e tYSe.,yp ,Fria xPnul+annl nxfi flal nrOcirA lYaerr aPn+l PW k4'xf,d+rr ray xddrkY�Pn flltlrrR?NGtffi+.ni.Yndy ryrr drrd,arkc rgAMsrnfriilrSANM:r>�.kMrearl Wab s,rrwYex LrHK4apxA aodm perav++MYawa yrhyyy pn d p.hrrl.I ..peed a eaaue{wNr AOVYm Irrb laerarv{r Rua dr,kf aer lfow pnMr.nd mwa, st,e.ln, m) t�lrr rrrn rc•„ewe•.eawy roaa., Inc snug .+rn.lrr *Y.r er. ,txe 1YglarYrr. IFf MiaaveP afKxi Sann+rltarm,n W;KyYan rxr br daar}d nauNv wm4CW dl.&A dPsddla,axddb°t.dri Ili T4dnr rlerx,y yrRei �r-.: cr,vHPtlrr �i11r N,! r�pReAl = s s! aWR.Rta^ jtj} dgiswdain d:w n r ayp*aprFe- red,KA yeN w'Ren spNvaef„y,md wesMna r wbrnrttxrz c� nsrq p1e erw, q, rkenapanarr.;+re pang say W a furl!. rMn.�NRrdi h lryryN.nlrr, f rxwlnp Kppx dry wrgx, it wrNNa rada+dy, r,e rMxe npPaxat h.r.N11Ni9 n.,K.rMrH r dtdr.mrnt � pr+n plat a b w.rsy d rratllM rr pahray (rwidln!In 0 015 0.3 City of Yakima, County of Kittitas. Bureau of Land Management, Esri 0.6 Canada, Esri. HERE, Garmin, INCREMENT R Intermap, USGSr METI NASA, Mad Name Begin Count Date End C644'bate_ 9. 62a0 0.- .890 Nt3 101512023iThursday iThursday 'Begin Time;_- 10!'i Q End Time # Total Hours !Total Days TOTAL_ ! TOTAL DAYS i COMBINED TOTALS _ Arierap? Total _-- Adjusted ADT i - -+ 52.00 50.00 _ 5I.OQ — 10:00 AMA 15986 Bikes 0.004 --- __. 2297 ._. _ ._.__ . _ Cars B Trailer ! 0.556 2 Axle Long 0.234 _. . Buses _ O.008'' 12Axle 5 T" 0..153 3 Axle 0.003 -- Single 4 Axle — 2297` .. _ __-_-- -.-- -_ Double < 5 Aide — 0.030 340Q' Double 5 Axle 0.005 __..._._ Double > s Axle 0.003 PERCENTAGE 4.001 Mutti 6 Axle - 0.002 Multi >5 n rirvi- Cars, Picic�s & Trailers -- - 1843 _- -- 0.801 1.00 n lea.. t...—_ _ _ _ _- . ._.I 3S$ __.. a.�s Doubles Trains----- . — - 14 ------ i1.0'! OF TOTAL TRUCKS - - 459 TOTAL T. . _ .... _... 2302, . —1.00 'TRUCK % 0.20 GRASS ANNUAL TUNS _ TRUCK_RUUTE CLASS: Kitt{tas Gotinty Public V' ijo.: ROAD NAMt' . r&?_Z- - Begin Count Date End Cour it Date � � " i Z � Time Counter Nunver G U 44, North Arrow Sketch counter iocation, irien#j,� tustrti r,�st�ir..t� tutsas a:Jhfz anc distance to nearest cross road or other idenufpng point �0-)2-23 Daw Posted— ROAD NAME NO, 6 RD MILEPOST .89 CROSS STREET 700 fC North of Kittitas Hwy Volume Grand7otals Average Hourly Volumes Site: 96200 Thursday, 10/5/2023 10:00 AM - Thursday, 10/12/2023 8.45 AM SOUTHBOUND NORTHBOUND Combined 12.00AM 4.1 5.7 99 1:00 AM 3.1 4.1 73 2:00 AM 2.3 3.0 5.3 3.00 AM 4.9 2.4 7.3 4.00 AM 12.1 2,0 14.1 5: 00 AM 283 19.4 47.7 6:00 AM 61.1 29.3 90.4 7' 00 AM 71.7 657 1374 8:00 AM 788 69.7 148.5 9,00 AM 82.0 70.3 152.3 10:00 AM 75.6 74-4 150.0 11:00.AM 79.3 72.9 1521 12,00 PM 80.6 84.0 164.6 1.00 PM 83.1 75.9 159.0 2.00 PM 84.9 82.7 167.6 3:00 PM 89.9 93.0 1829 4.00 PM 90.4 98.9 189.3 5:00 PM 82-3 102.4 184.7 6:00 PM 58.7 69.4 128.1 7:00 PM 39.1 496 887 8:00 PM 30.7 30.7 61.4 9:00 PM 18.1 23.1 41.3 10:00 PM 11-6 12.3 23.9 11:00 PM 6.4 6.4 12.9 Average Daily Traffic (ADT) 1179.3 1147.4 2326.7 Volume Totals SOUTHBOUND NORTHBOUND Combined 8157 7948 16105 50.6% 49.4% a . � H �a 'D rnov SW O M j;j.i N MO N N a N �y jr; N � } !6 ip 9 A a t i N 0 0 0 0 0 0 0 0 0 0 o c 0 a 0 0 0 0 o a o a 0 0 a d o 0 0 0 0 0 0 0 0 0 0 0 0 R 0 0 c o 0 0 rici 0 0 0'0 0 0 o d c 0 0 0 0 ti o 0 0 0 0 0 0 o a a IO O O U 0 47 O O N N O 0 M 0 M p O a d O O 0 O a R a p 0 v 0 p 0 0 0 O O O O O O O C O O a 0 ,d .1 d to M 1-1 V Y W o o a as O 00000va O RGRO o as riaoCi 00 C 0 R O p a 0 .1 n N OM OM M M MN M. q- 7 M H a v a a a a 0 0+ 4 d d of M N m N N rY N .y .+ O 0 0 0 0 0 o O O o a .1 Li 0 O C R M p O a a a O G 6 O d 'O 0 O 0 0 0 0 a 0 a 0 C 4 R 0 O O a 0 O O O O R O O O S? 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NC' mf ff ~ O H < ri 7 * vmi tmi N 'm-i « M N V41 v r�1 Y y41 7 H N N N 00 f O to O a �aa 11gg yy ei Q o .i to 0f YI rl VI N1 eV on 01 d O Q1 'p m iP m t{ 8 ai N rt 40 em•Y m C O M Y .q '•1 N N N N N N H N N '-1 rl 4 O M Y n N c rn N b m O N R f� R rl ts f f w O O N '+ f r1 •O f h 0 M 1A O ,� i N O 01 E m m 'O N M O b M N C R S .4 V NI 4 N } vl a O1 R a h .-! 10 4 M N y 0 0 O G O O .+ NI ry h1 f M N N1 M N w .i ri O 4 0 O 4M f+1 N y N P1 � m E � � a 'N-+onpo.+owmun ho�v.;1+10 ghao n o N y C o G d CS ID a A C O O ,+ ..i .y .: C N '-� C q o .j o o 1D " M Q ro ���� h m N y O O b E0 � m _C N dbvw..boloMcpnM7(Aw«M rlf pp000 m M 0 0 O Q O O O p O o .y 4 0 0 O O O C O 4 p 0 0 0 a1 m N N r M N M eni V yy ,� y d c ry o 4 '`eka�JYj 'N+oppooabwvlryob.Ke o c c o o e'i 'i o�+ V E � � mmMen.,Rf V,UiM0-0%aDpq�%glk%rlh..ngreaa tlyn�� �O 01 1� Vf h V N m m N W m N 9 ��pp O p� 'm .pi OOi rn•1 YOf YNj AD 1e1 rNl N w M O' O N Y � b 6 N C a a a IxILop. 4 Q Cp a a E d z C< p p�p p<p p p p p p p p p 899. 4 0 a b 9. 0 8 p p R O O 8 8 8 S O$ S 8.8 c o 7 N M M M f 1e1 1O 1� 0 m O— N '1 ri m w V1 10 n m O` w fl 2 z offloc O � � N � Q Q Ch p N 0 46 ;; o M h N o Q N 14 T Ln A C `a m t- SD ad ,o 0 h � m � � O m a M � g � a 4 C th c M IA m U 0 r4 wa m 41 Im Jr a M � A a � tf w :E in � � n .d V ru s w w CL TL r� E a CL < O aEu N ,-4 N LM a Ln m :-i w LA ,1 N i 1l Go en 1-4 Ln in A N A �D N in A w M1 A rl u1 Ln It N r th It1 N -0 a N rr y w a, M L N Ow In V .-4 w M Ln A .4 �p ^ f V w 0o KITTITAS COUNTY DEPARTMENT OF PUBLIC WORKS PUBLIC WORKS -- BOARD OF COUNTY COMMISSIONERS STUDY SESSION STAFF REPORT STUDY SESSION DATE: November 13, 2023 TOPIC: Kittitas Highway at No. 6 Road Stop Sign ACTION REQUESTED: Schedule a Public Hearing receiving the Engineer's study on installation of an all -way stop at the intersection of Kittitas Highway at No. 6 Road LEAD STAFF: Joshua Fredrickson RECOMMENDATION: Schedule a public hearing for December 5, 2023, receiving the County Engineer's study on the installation of an all -way stop at the intersection of Kittitas Highway at No. 6 Road BRIEFING SUMMARY: • Kittitas County Code 10.12.010 codifies intersection stop control. • 2009 Manual on Uniform Traffic Control Devices (MUTCD) 213.06 Multi -Way Stop Applications provides guidance on intersection control. • Recent crash data at the intersection of Kittitas Highway at No. 6 Road has prompted review of the intersection for consideration of an all -way stop installation. • Traffic data collected October 5, 2023, through October 12, 2023, at the intersection. BACKGROUND: Responding to concerns regarding the number of crashes reported at the intersection of Kittitas Highway at No. 6 Road, Public Works collected traffic and speed data of the intersection approaches. Public Works deployed traffic data collectors October 5, 2023, and collected through October 12, 2023. Data was collected at each leg of the intersection, including Kittitas Highway mile post 2.23 and 2.49, and No. 6 Road mile post 0.89 and 1.15. Reported crash data for the previous year was also reviewed for crashes which are susceptible to correction by a multi -way stop installation. Traffic and crash data were compared to guidance provided in the MUTCD. DISCUSSION: The 2009 Manual on Uniform Traffic Control Devices (MUTCD) section 2B.07 Multi - Way Stop Applications provides guidance on intersection control. MUTCD guidance includes review of crash data and traffic volumes of both the primary street (Kittitas Highway) and the minor street (No. 6 Road) of the intersection. Crash data reviewed was found to meet Criteria 2B.07(B) of five or more reported crashes in a 12-month period that are susceptible to correction by a multi -way stop installation. There were nine reported crashes in the previous 12-month period. Seven of these crashes are susceptible to correction by a multi -way stop installation. One crash was a rear end collision, and one crash was attributed to a vehicle malfunction. FISCAL IMPACT: The cost of posting the intersection of Kittitas Highway at No. 6 Road as an all -way stop is expected to be $10,000. ATTACHMENTS: Exhibit 1: 2009 MUTCD Section 2B.07 Exhibit 2: Speed Study Results Exhibit 3: Crash Data Count Exhibit 1: 2009 MUTCD Section 2B.07 Page 52 Section 2B.06 ST(& Sign Applltcations Guidance: 2009 Edition of At intersections where a full stop is not necessary at all times, consideration should first be given to using less restrictive measures such as YIELD signs (see Sections 2B.08 and 2B.09). 02 The use of STOP signs on the minor -street approaches should be considered if engineering judgment indicates that a stop is always required because of one or more of the following conditions: A. The vehicular traffic• volumes on the through street or highway exceed 6,000 vehicles per day; B. A restricted view exists that requires road users to stop in order to adequately observe conflicting traffic on the through street or highway, and/or C. Crash records indicate that three or more crashes that are susceptible to correction by the installation of a STOP sign have been reported within a 12-month period, or that five or more such crashes have been reported within a 2- ear period. Such crashes include right-angle collisions involving road users on the minor -street approach jailing to yield the right-of-way to traffic on the through street or highway. Support: 03 The use of STOP signs at grade crossings is described in Sections 8B.04 and 8B.05. Section 2B.07 MMuJ9 Wav Stap Application Support: of Multi -way stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multi -way stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multi -way stop control is used where the volume of traffic on the intersecting roads is approximately equal. 02 The restrictions on the use of STOP signs described in Section 2B.04 also apply to multi -way stop applications. Guidance: 03 The decision to install multi -way stop control should be based on an engineering stud v. 04 The following criteria should be considered in the engineering study for a multi -way STOP sign installation: A. Where traffic control signals are justified, the multi -way stop is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal. B. .Five or more reported crashes in a 12-month period that are susceptible to correction by a multi -way stop installation. Such crashes include right -turn and left -turn collisions as well as right-angle collisions. C. Minimum volumes: L The vehicular volume entering the intersection from the major street approaches (total of both approaches) averages at least 300 vehicles per hour for any 8 hours of an average day; and 2. The combined vehicular, pedestrian, and bicycle volume entering the intersection from the minor street approaches (total of both approaches) averages at least 200 units per hour for the same 8 hours, with an average delay to minor -street vehicular traffic of at least 30 seconds per vehicle during the highest hour; but 3. If the 85tr' percentile approach speed of the major -street traffic. exceeds 40 mph, the minimum vehicular volume warrants are 70 percent of the values provided in sterns l and 2. D. Where no single criterion is satisfied, but where Criteria B, C.], and C.2 are all satisfied to 80 percent of the minimum values. Criterion C.3 is excluded from this condition. Option: 05 Other criteria that may be considered in an engineering study include: A. The need to control left -turn conflicts; B. The need to control vehicle/pedestrian conflicts near locations that generate high pedestrian volumes; C. Locations where a road user, after stopping, cannot see conflicting traffic and is not able to negotiate the intersection unless conflicting cross traffic is also required to stop; and D. An intersection of two residential neighborhood collector (through) streets of similar design and operating characteristics where multi -way stop control would improve traffic operational characteristics of the intersection. Sect. 2B.06 to 2H.07 December 2009 Exhibit 2: Speed Study Results E A/ cc:< \\\� k\ \� LLF y& \i : q §k ! � \§ } 2 \\ k 2ce- Ln V cc d ¥ 2 q L erg 7 G E S § � $ � � 2 E \ �k zLU 7 rz 4 2 _ § a G Gmeg % U CNN � c; O Road Number �14_2JQ 850�6 Speeds 00 | - '--�---'-' --� -No. 6 Rd � ---�--~--- �^-- � +--� ----| count" bate End 66tiiit-15aie"' \ | � COMBINED TOTAL TOTAL I TOTAL DAYS � -_--_16/512023 - 51.00 - r---- End --?~ '� ' ' 00 �:t�u/ - ' | ~~ ----- ]Total Hours_ - Tmta 7]J| '----r---�--- / �---� -- ' -�---'-'--- i---------^ --_- |� | 5§86 --'--' - _Bikes 0.004 �� - Cam & Trailer 0.556 '--'-''`°`0.234 -_Auses 6.boa' 2 Axle 6 Tire--- ^ / . 2297� | - �- '. -_- |0.003 | �� -' - '- 1 `-r_~-~..���~ '~~~� -= �0^00/ - �------ -^--- - i 'NN0tlU6 Axle _� 0.002 / .Mult0>6 0/003� Kittitos (Awntv Puolic ROAD NAMr Begin Count Date End CouiitDerr Counter Numoer # North Arrow Time i'lli 0� Sketch counter locamr.. idpwit a ti 1, ws ',Iistm cm IwUas a;jdfT anc distance to nearest CrOSS road or other idenbfying poitit Posted— • — ROAD NAME : NO. 6 RD Site: 96200 M1LEP0ST .89 Thursday, 10/5/2023 10:00 AM - CROS5 STREET 700 ft North of Klttitas Hwy Thursday, 10/12/2023 8.45 AM Volume Grand Totals Average Hourly Volumes SOUTHBOUND NORTHBOUND Combined 12:00 AM 4.1 5.7 9.9 1.00 AM 3.1 4.1 7.3 2:00 AM 2.3 3.0 5.3 3 00 AM 4.9 24 7.3 4:00 AM 12.1 2,0 14.1 5*00 AM 283 194 47.7 6:00 AM 61.1 29.3 90.4 7.00 AM 71.7 65.7 137.4 8:00 AM 78.8 69.7 148-5 9,00 AM 820 70.3 1523 10:00 AM 75.6 74.4 150-0 1.1:00 AM 79.3 72.9 1521 12;00 PM 80.6 84.0 164.6 1.00 PM 63.1 759 1590 2 � 00 PM 84.9 82.7 167.6 3:00 PM 899 93.0 1829 4:00 PM 90.4 98.9 189.3 5:00 PM 82-3 102.4 1847 6:00 PM 58.7 69.4 128.1 7 00 PM 39.1 496 88.7 8:00 PM 30.7 30.7 61.4 9:00 PM 18.1 23.1 41.3 10:00 PM 11.6 12.3 23.9 11,00 PM 64 6.4 12.9 Average Daily Traffic (ADT) 1179.3 1147.4 2326.7 Volume Totals S0UTHBOUND NORTHBOUND Combined 8157 7948 16105 50.6% 49.4% M .^I .< O G p 0 .+ N p '.-r +-I 7 .+ .t O p P C p C � oao oociolaa000da000000000c oa0000...ti ruN.+O «+..-+w..,n.+oaococ i:o d o 0 0 o d o 0 0 o d o 0 0 0 0 0 o a o ti d c Q O O o O 7 Om N N O m .-I e M m O rY O p o o o c c o 6 6 6 6 o o o c o e 6 6 6 6 6 o 6 6 6 a c c p O G O 0 e C Ci N N O .I a• Ct r7 G M p o g o a e C a 00040O10Q00r;0Qao04oC`. ocso6C lo o o to 0 r, r,. o in o 0 m a% n m .ti m it Pr..+ C O O o 0 D -G O .i Q V• M N M N N N N w .t C C O c O OOC]OOO.-1 Oo-o 00 M OOaOOOCC OC � O CIO o o c� O g 0 0 G O 4¢ 4 O O CI C CIO o o C JO p O O .+ .-I .. 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O� P T n {�1 n u1 VI 0 IR T ap u u p� T !V 1� Iri ., in M M p M1 � A Y MN N 99 P! 16 A T n T M O T h d R1 h IY N a N O f0 N m h G R. Y V1 OI O n w P a O In u M p O+ 1p h .+ m V P h M V V v u1 VI In .O Q C4 m M T Iuj 1 v y ' N In O C l rl h Ol O T N TT ri m� m h .i 4 C C. a! h t+ ri P. e9 p .+ Iti w w N ft m n a a .1 rw a OT y . I/ �m It 11ww v N w w h v1 m 4 m O v�C9il{ Q a t ' a M 0 M O O n 0 CO N V M n ro O IR v a o r1 awn .1 C w v Ir 1 v ne .s O O .-i UI OD v In A N M N Ui .ti Oi o C o. 'f 4f 10 +'1 .i '� M V .1 r1 N N N N N IV N N pp p of M .d .n .i J M y F. n � pp M w ry nnn.+ev,.lo ou1..v.,asn+clwl.,.�an0a m 0 0 C. 0 0 .� en IV m 4m 0.0 * A w« p� a u M m Inv in 0 m .-i • V � m � V h O T o h O O. O OI n O! T V1 V M ~ E r .�i �In.+oo0o.rommmo .+cnoaa..hlnvr.00 n 0 a n In Ny 6466 Q V 3 C6 M _G .. O C O O O Cj G7 0 0 O w O O C G O G p G 4 4 0 O O vi m Vt N u+�0o oa000«u1N ri0oOlo lod.. a " 0 0 0 0 o� d o 00000acdoaaceirio 0 o cicco c d.nu;nrt�lppnadnoN eil:riv: m wrini E a �pp p Cp ppC ppd G C 4p c OO pp n d G np npp. pp pp CC O O O O a G p C O C o C a P 4 0 G O 0 0 C O p G E o m m a al N1 IV ti P v v M L 4 c 1�p$yjI 7t R M IV G F a i 6 _T y � N I O O O O C O ri v ry d N w M p p N O m N N ti a ~ n N tl Y 6 M1 e VR 01 IN M OR m M it Q pp ry n T O! .�-1 V1 or s g. M N M" N c 6 0 FQ N N i N V W m LA Ln n YV n N Ln n M n M m tY N N Ln N W N �1 a Vn i It V .a N 14 A 14 M on n r1 MI 14 Road Name . No. _ Mp 1.150 Begin Count Date End Count Date^ - ij COMBINED TOTAL TOTAL 1- TOTAl. DAYS 49.70 —_. 1015/2023 Thursda�r „Beim Time 9:30 AM; _, __-- 1012/2023 Thursday / End Time 9;15 AM iTotal Hours 5167.75� �. _ Natal Days 7.0� i - 15831E j :Bikes 0.003 2285 } Cars & Trailer 0.571 Axle i.ong- 0.210 -- - �--- -- __ -_- Buses =2 Axis 6 Tire 0.008 0.165 COMBINED TOTAi_S _ - -- Sin !s 3 Axle - 0.003 -- - -- _ �__.! 2ZS5' _. _�. _ single 4 Axle _ __ .. _.. _. Qoubie < 5 Axle 0 �01 0 027 Ad fated ADT _.__ ._ _— Double 6 Axle 0.003 -- - . } _ Double 6 Axle 0.002 % PERCENTAGE - Multi 48 Axle - 0.000 �Muth 6 Axle T 0.001 -. - _. Cars P �__ Ickfps & Trallers 1794 f1.T9' Multi >6- . 0.004 ^_ Sin lee -� __.—._ 383 0A 1A0 -- _._ _ Dou les 72 0.03' 0.01 TOTAL --- '" _,. _-._.__..... 226q ' 1.00� -- - ---- TOTAL TRUCKS 467 0.21 GROSS ANNUAL TONS: V. i E Kitb[as Counry Pubiic V4.; ih. ROAD NAME ; !r C Begin Count Date 1 % 1 -na ;" �� e`" • � End Coin it Date Time `'I' Counter Numoer 4 llw� fAi ' J& } 4 •M �'t: k;ies e �,...a..s I, North Arrow Sketch counter iocattnn. Icienthth tlrtq-, I: SMSIC& ;I.Ibci aPdfT 311C distance to nearest cross road or other identifying paint I + o Posted, --- T % ROAD NAME NO. 6 RD MILEPOST 1.15 CROSS STREET 700 R South of KittitaS Nwy Volume Grand -rotais Average Hourly Volumes Srta: 96200 Thursday, 10/5/2023 9.30 AM - Thursday, 10/12/2023 B:45 AM SOUTHBOUND NORTHBOUND Combined - 12:00 AM 2.6 4.7 7.3 1.00 AM 2.3 2,4 47 2.00 AM 2.4 2.4 4.9 3,00 AM 4.7 1.4 6.1 4:00 AM 9.9 2.4 12.3 5:00 AM 327 30.1 62.9 6:00 AM 56.9 40.6 97.4 7: 00 AM 72.3 89.0 161.3 8:00 AM 59.8 78.2 138.0 9.00 AM 71.0 69.2 140.2 10:00 AM 66.6 63.7 130.3 11,00 AM 760 72.3 148.3 12:00 PM 84.3 76.1 160.4 1. 00 PM 760 74.6 150.6 2:00 PM 95.9 70-1 166.0 3*00 PM 98.7 93.7 1924. 4:00 PM 109.6 98.6 208.1 5.00 PM 87.6 98.6 186:1 6:0.0 PM 55,1 67.0 122.1 7:00 PM 37.3 40.3 776 8:00 PM 304 26.0 56.4 9:00 PM 28.1 17.7 359 10-00 PM 10.9 8.1 19.0 11.00 PM 6.4 6.6 13.0 Average Daily Traffic (ADT) 1167.4 1133.9 2301.3 Volume Totals SOUTHBOUND NORTHBOUND Combined 8128 7903 16031 50.7% 49.3% U ki Y a 6 z a c a mu 4 = r wp ¢ N d UD ID % G Q _ N a u� O O w R R M R O R N W .i m O %D v m st •-+ *+ G R O G ci o 0 o e o 0 o 0 o 0 b o 0 o a 0 o 0 0 0 0 0 O O R" R O R m N N .i " w .-1 q M, W 0 R 0 O G g R I 00 c R �o 0 oo o f� 0 0. 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AM. -,Tkurs ay End Time 0 AM :Total Hours I- - - ­­ : L6A.?5 Total Days - ---. _ _ 7.0 Bikes 0.005 45MI --- Cars & trailer leton"q­ 612- —4 Buses 0,006 Aili-d- tire. 0.156 ql nRl_j Axle 6602 Single 4 Axle 0.001 46201 Double < 6 Axle 0.017 6690 6-606[i c jw w 0.002 Double > 6 Axis bi dw 6 i 3;% PERCENTAGE Muitl_<_6,Axle_ 0.000 0.000 M11M >6: nt%n [Cars, Picku ps & Trailers 3711, 0.921 1.00 51,iWez! -_ _ Doubles Trains TOTAL I �Gftdt_ S-ANNUAL TO-N_S':___-_ TRUCK ROUTE _CLASS: 7191 0.16! 0! 0.06, TOTAL, TRUCKS 814 TRUCK % 00 4D _j ,. Kittitas County Pudic V'Jcjl's,c ROAD NAME" K i , , i- j }-�,,,4 Begin Count Date End Count Dam Counter Numner Tin}p _..' I � / North Arrow Sketch Counter locallm, identil� tlii,ar-, +:ISIJlt%:c::ub+3s a;JdrT anc distance to nearest cross rogo or other identifying point r- 1 jh ' Posted • Traffic Tech :)ate — ROAD NAME KITI7TA5 HWY MILEPOST : 2.23 CROSS STREET 700 ft West of No. 6 Rd Volume Grand Totals Average Hourly Volumes Site: 96951 Thursday, 10/5/2023 9.15 AM - Thursday, 10/12/2023 9:00 AM EASTBOUND WESTBOUND Combined 12:00 AM 5.4 6.1 11.6 1.00 AM 5.1 3.3 .8.4 2:00 AM 3.7 1.9 5.6 3-00 AM 4.4 7.3 11.7 4:00 AM 7.3 16.9 24.1 5:00 AM 25.3 366 619 6:00 AM 47.0 104.1 151.1 7:00 AM 106.7 193.3 300.0 8:00 AM 98.3 187.9 28.6.1 9.00 AM 128.7 161- 5 290.2 10:00 AM 144.9 153.9 298.7 11v00 AM 159.0 161.9 320.9 12.00 PM 183.7 155.4 339.1 1:00 PM 167.7 161.0 328.7 2:00 PM 203.9 173.6 377.4 3.00 PM 210.3 164.9 375.1 4:00 PM 234.1 156.0 390.1 5*00 PM 2073 1380 345.3 6:00 PM 142.3 109.0 251.3 7.00 PM 934 614 154.9 8,00 PM 63.6 42,4 106.0 9,00 PM 42. 7 31.9 74.6 10:00 PM 23.7 13.0 36.7 11:00 PM 11.0 7.9 18.9 Average Dally Traffic (ADT) 2319.5 2248.9 4568.5 Volume Totals EASTBOUND WESTBOUND Combined 16210 15702 31912 50.8% 49.2% I �II h- W W W £ F K $ N � o2 O K of £ U � w� oaDc�ciobaoN.+ovo.+o.�onccnoc a N O £ A 0 0 0 0 0 0 O O N W O -.-1 O O O rt O p p O O C ID O O O O O Q O p O O C O C ^J O d C O C O D a a p E 1b v O Q P'1 Os h h h .d m O w 0 0 b a 0 O b C C G wp n _uO- R d 0 O..+ ,. tp ? 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N f+ Vj C II rply p A M 1"1 w .i .r rl Y Y Nmi m ^� N O M N ' o a, h In Mp V V A 's Q O /V Q n 4 pp 0 m C V C N m Y1 OS IV p W1 P4 71 �/1 YI IM1 G p N N 6`1113, ,p m 6' It y V N ri p N f� a A � Ln p WI 7 Nr 01 ri en n �! f>t Vpy� 6 �.ippr rl {(ham� O O! O app h P. Al 7. R iH y 7 N w rr1 O'J N m w O p� p O N 1V ti lan V M N m N H m a m w • 4A N a 4 t: 2 O N m f`[ m 'A 1m0 jp C N .y W V w 40 m m 1✓1 on x S p AnmA.r..q,o�a�A�onv,v-.SOA�oaaar�c m V .H v Ol O� m O O O m of N mn A Q 0 y V p V G N O N M N n m A 0 0 0 O Y rY w 0 N n .i fn to b .-i m fn QQ.� iie Wi Ci Vi 04 N An a0 O 01 Y N M m Y- f +� Y M f 'f f Q N .y 10 e 11QD Lo .Ni Vf Y �a 01 !n wi O� D Gi ei i0 O h n'1 w P1 O V O In P} D .-� !� O Ir 0 G 0 w a G 0 .-� a i O N II ni o m .j tl OT wr' N �n ci C .� ci O h v M w ui e m ao p li w O. n M °'� M M m N 7 E 1 m w C+ ur I m m U� Y1 O IR A W W O O M' w m A %p 'C O In O! w ip F7 M O Ri r+ In M Y D b C 9 a .a .+ r1 P1 ti !+1 N N N M rt to ri N N .i 0 C a� O ; V � VS Y O m rh N m w C9 CL .',+ 0 0 .ml d (A i e mw M O ' O .+ rl 0 0 w tl K f O A 0 Oi W ry h m N 4 'r m nmi N y 0 O G E Y m LM pood0000,00inm#v .+vIIoie fooaoo N O E7 G L1 P O G O C 0 0 0 C ti .+ N G 0 0 P 6 G O O N e0 .. 0In .y 7 O H N N mN N N N W N y G ' � O O II C t ppN O O Q O O O D f D m i0 iG A �C f p; O� 56 Y G Gi 0 0 0 G O N O y ry m N N Y O 0 p +n 000 DD 0r,c3 0a/nia1' 11 1 *+oOctlII Qy OOO GOOG.i Ci Cactlo0oti400000Gc N M E s v c „n m� to O O 0 e e = pr r � E .. _ V3 io Y a # w a a aosri.+iri�� pn Q M m M�Am 'A'�w n In ^ �4 N L ••CL S E T F S T T T T T T T T E 4O ap C 4 C Cp h i a Cp V Y z p4 p p y�app p p np pp a 4 N .� N M f N �p A tl0 d� � .-� iY w N 1y •f N 10 !+ m G� C w 6 hm U N ilV W W LU qC 4 Z O N i dc nw a�cEu ors 1 0 O N V -4 N N ry n W H N Ln in M NM V V 7 0 M m N 0 m IN en ry M W LA fA m Cl OD N V N ,.a OD H r• ca 'ST to CG N N Q rn lD N M d C7► MELL,M fl ' to m fn W 10, h An V co v ici Road Number 96959 Speeds Road Name Kittitas Hwy --185% LEB 56.20 MP 2.490. WB 54.30 55.25 Begin Count Date 10f5f2023 Thurso Begin Time 9:00 AM End Count Date _ _ __ 10112f2023,Thursday -_ End Time 8:641' 5 AM: .Total Hours 167.92' _ ;Total Days 7.0m _....--_ _ _ COMBINED TOTAL 22934 _. ; Bikes 0.007 TOTAL 1 TOTAL. DAYS 3278J !_ °Cars & Trailer 0,683 FAGTQR _ ..— - 2 Axle Long ' 26 _ — 'Buses 0.009 Z Ax-ie 6 Tire 0AA9 COMBINED TATAI_SSingle 3 Axle 0,002 —_ ISirile Axle 0.000 Average Total 3278' �_ Double < 5 Axle - 0.018 Adjusted ADT 4851 - 6ub1e 5Axle 0.002 :Double > 6 Axle 0.002 % PERCENTAGE Multi <6 Axle 0.000 Multi 6Axle 0,001 1 ---- Multi >6 0.001 Gars, Pickups & Trailers , — - - 2704 0.83 - - 1.00 Sides .._.__._.-� f 495f 0.1 - _ . Doubles 72 0.02; - Trains 7. 0.00 TOTAL TRUCKS [_ _ . 574 ___ TQTA� _ _ -, _ . 3?78 __ 1_00 - _ __ i TRUCK °% . 0.1 B -- (GROSS ANNUAL TONS:; 'TRUCK ROUTE CLASS: i r,� Kittltas COLT ty P1 OIIC Vil.ji►i. ROAD NAME ```, . � t. }, . S ', 4,,- , Begm Count Date w: End Count Dmu.! ' � � � - 23 Counter Numner �r r.te ' North Arrow Sketch counter locaw,r,, ;cient,,�r astefl 0,11 I-OWS a0silr AM dIRUnce try nearest Cross road or other identifying polill 1 ' r i Trafii� h W 42 — 2 3 Posted_ _ _ i 3att. ROAD NAME KrITITAS 14WY MILEPOST 2.49 CROSS STREET 706 ft E of No. 6 Rd Site: 96951 Thursday, 10/5/2023 9:00 AM - Thursday, 10/12/2023 8;30 AM Volume Grand Totals Average Hourly Volumes EASTBOUND WESTBOUND Combined 12:00 AM 5.6 4.6 10.1 1:00 AM 4.0 3.4 7.4 2 00 AM 3.9 2.0 5.9 3.00 AM 5.4 8.6 140 4:00 AM 9.7 15.7 25.4 5.00 AM 24.9 24.1 49.0 6:00.AM 29.4 68.3 97.7 7:00 AM 81.6 138.0 219.6 8:00 AM 79.8 130.3 210.2 9:00 AM 91.9 107.1 199.0 10:00 AM 102.1 106.7 208.9 11:00 AM 113.7 115.9 2296 12:00 PM 134.4 115.1 249-6 i 40 PM 115.6 111,0 226:6 2r00 PM 139.4 129.6 269.0 3:0.0 PM 145.3 115.4 260..7 4:00 PM 161.4 107-7 269A 5100 PM 151.0 96.6 247.6 6:00 PM 110.6 75.3 185.9 7,00 PM 77.1 44.7 121.9 5:00 PM 50.6 37.6 88.1 9100 PM 33.6 29,3 62.9 10,00 PM 19.7 12.0 31.7 11:00 PM 10.0 6.6 16.6 Average Daily Traffic (ADT) 1700.7 1605.6 3306.3 Volume Totals EASTBOUND WESTBOUND Combined 11872 11187 23059 51.5% 48.5% dy Dov•yvo.,00.r..00.-+.-+ovODpavvo i W r7' ^ a�, .-�apoaDpao.+m©opo,K�\o,ivp000 dc 1 4 Q O O a a o 0 0 0- a G G O a a 6 a a o 6 fi o O u .a00o00aa1500.+0-v0„0a00c� 4 0 0 0 p a a a 0 p p 4 d 0 O O p a a a a 0 0 0 p 1A V a s a 0 O D a a a a o c o a a g a a a o 0 o v o 0 o c a ri o a %0 O A as OOOar+aw W cv 1\. n 0 M f7 m io 0%'+ a 0 .4 0 d 3 O a 0 O O'O p Q t7 O O C p a G o a O D p O O a p un a W .y O Cl, 1D 0 M if1 a 46 4 n M 0 F W tD G M h C rl G d a g O a O D p a .-1 .-I m- N !V lH mN m M M. 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C H d d N ,1 160 Ch R W N rn Ln R tn V N 00 .ar4 m in ry Dv 0 Exhibit 3: Crash Data Count Kittitas Highway at No. 6 Road Multi -Way Stop Applications 13-Nov-23 Crash Data Courd ©ter# ion Date 1 Vehicle Malfunction 9/19/2023 2 Failed to Yield ROW 9/11/2023 3 Failed to Yield ROW 8/15/2023 4 Failed to Yield ROW 6/10/2023 5 Rear End Collision 5/6/2023 6 Failed to Yield ROW 4/29/2023 7 Failed to Stop at Stop Sign 2/9/2023 8 Failed to Yield ROW 11/28/2022 9 Failed to Yield ROW 10/3/2022