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04-03-2023 LUTC PacketCity of Federal Way City Council Land Use & Transportation Committee April 3, 2023 City Hall 5:00 p.m. Zoom Meeting Notice: Pursuant to Governor Inslee's Proclamation 20-28 the Mayor and Council encourage you use one of the following ways to participate in the meeting remotely if you are unable to attend in person: Q WATCH: Click Here to Watch Online Live Streaming Video of the Meeting ® ZOOM: Watch from the Zoom mobile app with meeting: 809 975 640 and passcode: 595617 CALL IN: Listen to the live meeting: (888) 788-0099 or 253-215-8782 Meeting ID: 809 975 640 C PUBLIC COMMENT: Public Comment may be submitted in -person, via email here, or sign-up to provide live comments via zoom here MEETING AGENDA 1. CALL TO ORDER 2. PUBLIC COMMENT 3. COMMITTEE BUSINESS Topic Title/Description A. Approval of Minutes March 6, 2023 B. RESOLUTION: Intent to Renew the Steel Lake Management District (SLMD) Number 1 and Setting of a Public Hearing Date of June 6, 2023 C. Pollution Prevention Assistance Partnership — Authorization to Apply for Interagency Agreement D. ORDINANCE: Housing Action Plan Implementation (HAPI) Code Amendments E. TC-3 Letter of Intent to Award and Initiation of Development Agreement F. 21st Ave S and S 320th Signalization and Pedestrian Improvements Authorization to Ad G. Authorization to Accept Conservation Futures Tax Levy (CFT) Grant H. Dish Wireless L.L.C. Site Lease Agreement — Lakota Park I. 376t" Road Study Findings Presenter(s) Page Action Council Date or Info 3 Action N/A Sternkopf 6 Action 04/18/23 Public Hearing Du 12 Action 04/18/23 Consent Lewis 14 Action 04/18/23 ORDINANCE Niven 52 Action 04/18/23 Business Smith 59 Action 04/18/23 Consent Smith 61 Action 04/18/23 Consent Van Alstyne 63 Action 04/18/23 Consent Perez 82 Info Only N/A Committee Members Jack Dovey, Chair Jack Walsh, Member Hoang Tran, Member City Staff EJ Walsh, PE,, Public Works Director Sara Gilchrist Administrative Assistant H (253) 835-2700 City of Federal Way City Council Land Use & Transportation Committee April 3, 2023 City Hall 5:00 p.m. Zoom Meeting Progress Update on Sound Transit Projects in Federal Smith 281 Info Only N/A Way 4. OTHER 5. FUTURE MEETINGS/AGENDA ITEMS: The next LUTC meeting will be May 1, 2023 at 5:00 p.m. 6. ADJOURNMENT Committee Members City Staff Jack Dovey, Chair EJ Walsh, P.E., Public Works Director Jack Walsh, Member Sara Gilchrist Administrative Assistant H Hoang Tran, Member (253) 835-2700 City of Federal Way City Council Land Use & Transportation Committee March 6, 2023 City Hall 5:00 p.m. Council Chambers MEETING SUMMARY Committee Members in Attendance: Committee Chair Jack Dovey, Council Member Hoang Tran, and Council Member Jack Walsh. Other Councilmembers in Attendance: Council President Linda Kochmar, and Deputy Mayor Susan Honda. Staff in Attendance: Public Works Director El Walsh, Public Works Deputy Director Desiree Winkler, Community Development Director Keith Niven, Assistant City Attorney Kent van Alstyne, Economic Development Director Tanja Carter, City Traffic Engineer Rick Perez, Engineering Manager Christine Mullen, Sound Transit Liaison Kent Smith, Senior Traffic Engineer Kathy Davis, Associate Planner Natalie Kamieniecki, Executive Assistant Amy Glandon, and Administrative Assistant II Sara Gilchrist. Citizens Presenting: 1. CALL TO ORDER: 5:00 PM 2. PUBLIC COMMENT: Three public comments. 3. COMMITTEE BUSINESS: Topic Title/Description A. Approval of Minutes: February 6, 2023 Committee approved the February 6, 2023 LUTC minutes. • Moved: Tran • Seconded: Walsh • Passed: 3-0 unanimously B. Approval to Submit NPDES Annual Report Surface Water Quality Program Supervisor Kevin Du presented the NPDES Annual Report for approval, including background information. Questions and discussion followed. Committee forwarded Option #1 (Approval to submit) to the March 21, 2023 Consent Agenda for approval. Moved: Walsh Seconded: Tran Passed: 3-0 unanimously Committee Members Jack Dovey, Chair Hoang V. Tran, Member Jack Walsh, Member City Staff EJ Walsh, P.E., Public Works Director Sara Gilchrist, Administrative Assistant II (253) 835-2706 C. 2023 Asphalt Overlay Project Bid Award Civil Engineer John Cole presented the 2023 Asphalt Overlay bid for award, including background information. Questions and discussion followed. Committee forwarded Option #1 (Authorization to award) to the March 21, 2023 Consent Agenda for approval. • Moved: Tran • Seconded: Walsh • Passed: 3-0 unanimously D. Demolition of Bridges Barn Structure — Authorization to Bid Public Works Director EJ Walsh presented the Bridges Barn Structure for bid authorization, including background information. Questions and discussion followed. Committee forwarded Option #1 (Authorization to bid) to the March 21, 2023 Consent Agenda for approval. • Moved: Walsh • Seconded: Tran • Passed: 3-0 unanimously E. ORDINANCE: 2022 Comprehensive Plan Amendments — Rivera Property Site Specific Request and Public Works Text Amendments Non -Motorized Transportation Associate Planner Natalie Kamieniecki presented the 2022 Comprehensive Plan Ordinance Amendments for approval, including background information. Questions and discussion followed. Committee forwarded Option #1 (Authorization to proceed) to the March 21, 2023 meeting for First Reading. • Moved: Tran • Seconded: Walsh • Passed: 2-1 (Opposed: Dovey) F. Selecting Docketed Proposals to Amend the Comprehensive Plan for 2023 Further City Review Associate Planner Natalie Kamieniecki presented on behalf of Keith Niven for the 2023 Comprehensive Plan for review, including background information. Questions and discussion followed. Committee forwarded Option #2 (Do not select the Lee Property Comprehensive Plan Amendment for further review and analysis) to the March 21, 2023 Consent Agenda for approval. Moved: Walsh Seconded: Tran Passed: 2-1 (Opposed: Dovey) Committee Members Jack Dovey, Chair Hoang V. Tran, Member Jack Walsh, Member City Staff EJ Walsh, P.E., Public Works Director Sara Gilchrist, Administrative Assistant ZI (253) 835-2706 G. Initiation of Development Agreement for Kitts Corner Community Development Director Keith Niven presented the Development Agreement for Kitts Corner for approval, including background information. Questions and discussion followed. Committee forwarded Option #1 (Authorization to proceed) to the March 21, 2023 Consent Agenda for approval. • Moved: Walsh • Seconded: Tran • Passed: 3-0 unanimously H. ORDINANCE: Community Business (BC) Code Amendments for School Uses Community Development Director Keith Niven presented the BC Ordinance Code Amendments for approval, including background information. Questions and discussion followed. Committee forwarded Option #1 (Authorization to proceed) to the March 21, 2023 Consent Agenda for approval. • Moved: Tran • Seconded: Walsh • Passed: 3-0 unanimously I. Initiation of a Development Agreement for Wild Waves Community Development Director Keith Niven presented the Development Agreement for Wild Waves for approval, including background information. Questions and discussion followed. Committee forwarded Option #1 (Authorization to proceed) to the March 21, 2023 Consent Agenda for approval. • Moved: Walsh • Seconded: Tran • Passed: 3-0 unanimously J. City Center Access Project Update City Traffic Engineer Rick Perez reported on the City Center Access Project, including background information. Questions and discussion followed. K. Progress Update on Sound Transit Projects in Federal Way Sound Transit Liaison Kent Smith reported on current activities regarding Sound Transit projects, including background information. Questions and discussion followed. 4. OTHER: 5. FUTURE MEETINGS/AGENDA ITEMS: 6. The next LUTC meeting will be held April 3, 2023 at 5:00 p.m. in City Hall Council Chambers and via Zoom. 7. ADJOURNMENT: The meeting was adjourned at 06:35 p.m. Attest: Sara Gilchrist, Administrative Assistant II Approved by Committee: Date Committee Members Jack Dovey, Chair Hoang V. Tran, Member Jack Walsh, Member City Staff EJ Walsh, P.E., Public Works Director Sara Gilchrist, Administrative Assistant II (253) 835-2706 COUNCIL MEETING DATE: April 18, 2023 ITEM #: B CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: RESOLUTION: INTENT TO REFORM THE STEEL LAKE MANAGEMENT DISTRICT (SLMD) NUMBER 1 AND SETTING OF A PUBLIC HEARING DATE OF JUNE 6, 2023 POLICY QUESTION: Should Council adopt a Resolution of intent to reform the Steel Lake Management District Number l and set a related public hearing during the June 6, 2023, regular City Council meeting? COMMITTEE: LUTC MEETING DATE: April 3, 2023 CATEGORY: ❑ Consent ❑ Ordinance Public Hearing ❑ City Council Business ® Resolution ❑ Other STAFF REPORT BY: Dan Sternko f�, Water Quality Specialist'« DEPT_Public Works Attachments: 1. Staff Memorandum 2. Proposed Resolution Options Considered: 1. Adopt the proposed resolution of intent to reform the Steel Lake Management District Number 1 and set a public hearing date during the June 6, 2023, regular City Council meeting regarding the formation of the Steel Lake Management District. 2. Do not adopt the proposed resolution and provide direction to staff. MAYOR'S RECOMMENDATION: Option 1. MAYOR APPROVAL: DIRECTOR APPROVAL: 7yLi j2--23 fZ InitiaMate COMMITTEE RECOMMENDATION: I move to forward the proposed resolution to the April 18, 2023 consent agenda for approval. Jack Dovey, Committee Chair Jack Walsh, Committee Member Hoang Tran, Committee Member PROPOSED COUNCIL MOTION: "I move to adopt the proposed resolution of intent to reform the Steel Lake Management District Number 1 and set a public hearing date for the June 6, 2023, regular City Council meeting regarding the formation of the Steel Lake Management District. " (BELOW TO BE COMPLETED BY CITY CLERK'S OFFICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL # ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED — 11 /2019 RESOLUTION # CITY OF FEDERAL WAY MEMORANDUM DATE: April 3, 2023 TO: Land Use & Transportation Committee VIA: Jim Ferrell, Mayor FROM: EJ Walsh, P.E., Public Works DirectoA/ Dan Sternkopf, Pollution Control Specialist SUBJECT: Resolution: Intent to Reform the Steel Lake Management District (SLMD) Number 1 and Setting of a Public Hearing Date of June 6.2023 Financial Impacts: There is no cost to the City for the reformation of Steel Lake Management District Number 1 ("SLMD"). SLMD activities are funded through the collection of special assessments that will be collected annually. These assessments are collected from property owners having properties adjacent to Steel Lake with lakefront footage or with deeded lake access. All City of Federal Way staff activities related to the SLMD are funded through these assessments, and thus this item will have no direct financial impacts on the City. Background Information: After 10 years of successful lake management, 2023 .will bring to a close. the existing Steel Lake Management District Number 1 (2014-2023). The SLMD provides an organizational structure and funding mechanism that allows for proactive lake management activities focusing on the protection and enhancement of water quality, recreational use, and aesthetic value of Steel Lake. SLMD oversight is provided by an Advisory Committee which meets on a quarterly basis. SLMD Advisory Committee members and other affected property owners are now interested in reforming the SLMD for another 10-year period. To start this process, sufficient signatures were collected on a petition to the City of Federal Way City Council to reform the Steel Lake Management District Number 1. The petition meets the criteria set forth in RC W 36.61.030 for the reformation of a Lake Management District. The attached proposed Resolution establishes the intent to reform SLMD and annual assessments, and sets a related Public Hearing for June 6, 2023. In the coming months, additional City Council actions will be required to complete SLMD reformation, including adoption of related Ordinances. Rev. 7/18 RESOLUTION NO. A RESOLUTION of the City of Federal Way, Washington, to reform Steel Lake Management District Number 1, declaring its intention to do so, and setting a public hearing on the reformation of the proposed district. WHEREAS, the term of the current Steel Lake Management District Number 1 will expire at the end of 2023; and WHEREAS, Steel Lake contains significant natural resources including wetlands, and supports many beneficial public purposes including recreation, water quality, stormwater protection, aesthetics, and property value support; and WHEREAS, the City of Federal Way is committed to a good faith effort to continuing these activities through a Steel Lake Management District; and WHEREAS, pursuant to chapter 35.21 RCW and chapter 36.61 RCW a lake management district may be formed to provide funding to support the maintenance and improvement of lakes; and WHEREAS, the Steel Lake community has demonstrated continued support for a Steel Lake Management District through submittal of a petition calling for the reformation of Steel Lake Management District Number 1, which contained the signatures of 27 property owners representing twenty percent of the acreage contained within the proposed reformed Steel Lake Management District Number 1; and WHEREAS, the hearing notice requirements of chapter 35.61 RCW provide an opportunity to evaluate property owner interests in the reformation of Steel Lake Management District Number 1 activities. Resolution No. 23- Page 1 of 4 Rev 1 /22 NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF FEDERAL WAY, RESOLVES AS FOLLOWS: Section 1. Intention to reform the Steel Lake Management District. The City of Federal Way City Council declares, by passing this resolution, its intention to conduct the activities required by RCW 36.61 for the reformation of the Steel Lake Management District Number 1 ("SLMD"). The nature of the proposed activity to be undertaken by the SLMD is the implementation of the 2024- 2033 Steel Lake Management District Plan (SLMDP). The estimated annual maximum amount of special assessments that is proposed for the reformed SLMD is $15,232.00, which will be collected annually for ten years to finance SLMD activities. The estimated total amount to be collected during the life of the SLMD is $152,320.00. The proposed duration of the SLMD is ten years from the date the SLMD is actually reformed by ordinance. The proposed boundaries of the SLMD encompass all properties adjacent to Steel Lake with lake front footage or with deeded lake access. The proposed rate structure is based on equal charges for similar parcels. Undeveloped parcels with lake frontage will be charged $33 per year. Single family developed parcels will be charged $95 per year. Single multifamily parcels will be charged $306 per year. The City Park property will be charged $2,279.00 per year. The Department of Fish and Wildlife parcel with a public boat launch will be charged $3,895.00 per year. Section 2. Public Hearing. A public hearing conducted by the City of Federal Way City Council shall be held on the proposed reformation of the SLMD: DATE: June 6, 2023 TIME: 6:30 pm or shortly thereafter PLACE: City of Federal Way City Hall, 33325 8th Ave South Federal Way, WA Resolution No. 23- Page 2 of 4 Rev 1 /22 Section 3. Establishment of Advisory Committee. If Steel Lake Management District Number 1 is reformed, the City of Federal Way City Council will reestablish a non -paid Advisory Board of lakefront property owners representative of the diversity among property owners around Steel Lake to oversee the implementation of the SLMD program and to assist the City of Federal Way in establishing annual budgets and work plans for the use of SLMD revenues and expenditures. The Advisory Board will meet regularly as determined by the Board, propose annual budgets for SLMD expenditures to the City of Federal Way, educate its neighbors on SLMD issues, and submit annual reports of SLMD activities to the City of Federal Way. Section 4. Public Notice. The City of Federal Way Clerk is hereby directed to publish and mail notices as required by RCW 36.61. Section 5. Severability. If any section, sentence, clause or phrase of this resolution should be held to be invalid or unconstitutional by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of any other section, sentence, clause, or phrase of this resolution. Section 6. Corrections. The City Clerk and the codifiers of this resolution are authorized to make necessary corrections to this resolution including, but not limited to, the correction of scrivener/clerical errors, references, resolution numbering, section/subsection numbers and any references thereto. Section 7. Ratification. Any act consistent with the authority and prior to the effective date of this resolution is hereby ratified and affirmed. Section 8. Effective Date. This resolution shall be effective immediately upon passage by the Federal Way City Council. Resolution No. 23- Page 3 of 4 Rev 1/22 RESOLVED BY THE CITY COUNCIL OF THE CITY OF FEDERAL WAY, WASHINGTON this day of , 2023. CITY OF FEDERAL WAY: JIM FERRELL, MAYOR ATTEST: STEPHANIE COURTNEY, CMC, CITY CLERK APPROVED AS TO FORM: J. RYAN CALL, CITY ATTORNEY FILED WITH THE CITY CLERK: PASSED BY THE CITY COUNCIL: RESOLUTION NO.: Resolution No. 23- Page 4 of 4 Rev 1/22 COUNCIL MEETING DATE: April 18, 2023 ITEM 0: C CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: POLLUTION PREVENTION ASSISTANCE PARTNERSHIP —AUTHORIZATION TO APPLY FOR INTERAGENCY AGREEMENT POLICY QUESTION: Should the City Council authorize the Public Works Department to apply for the 2023-2025 Pollution Prevention Assistance Partnership and, if awarded, enter into an interagency agreement with the Washington State Department of Ecology (Ecology)? COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 3, 2023 CATEGORY: N Consent ❑ Ordinance ❑ Public Hearing ❑ City Council Business ❑ Resolution ❑ Other STAFF REPORT BY: Kevin Du, Water Quality Prog. Sunervisor� DEPT: Public Works Attachments: 1. Staff Report Options Considered: 1. Approve the proposed authorization to apply for the Pollution Prevention Assistance Partnership and enter into the resulting interagency agreement with Ecology. 2. Do not approve the proposed authorization to apply for the Pollution Prevention Assistance Partnership and provide direction to staff. MAYOR'S RECOMMENDATION: Option 1. MAYOR APPROVAL: DIRECTOR APPROVAL: Zt/ 3iZ9I�z� Initial/Date COMMITTEE RECOMMENDATION: I move to forward the proposed authorization to apply for the Pollution Prevention Assistance Partnership and enter into the resulting interagency agreement with Ecology to the April 18, 2023 consent agenda for approval. Jack Dovey, Committee Chair Jack Walsh, Committee Member Hoang Tran, Committee Member PROPOSED COUNCIL MOTION: "I move approval of the proposed authorization to apply for the Pollution Prevention Assistance Partnership and enter into the resulting interagency agreement with Ecology. " (BELON'TO HE COMPLETED SYC/TYCLERK'SOFFICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL # ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED - 412019 RESOLUTION # CITY OF FEDERAL WAY MEMORANDUM DATE: April 3, 2023 TO: Land Use & Transportation Committee VIA: Jim Ferrell, Mayor FROM: EJ Walsh, P.E., Public Works Director Kevin Du, Water Quality Supervisor KD SUBJECT: Pollution Prevention Assistance Partnership — Authorization to Apply for Interagency Agreement Financial impacts: Entering into an interagency agreement with Washington State Department of Ecology for the 2023-2025 Pollution Prevention Assistance (PPA) Partnership will have no direct financial impact. If the City's PPA application is approved, Ecology will compensate the City for our costs incurred via the Partnership. In working to meet National Pollutant Discharge Elimination System (NPDES) permit requirements, the City already routinely performs activities that closely mirror PPA program objectives. In essence, the cost of providing services that are already budgeted and programmed would be reimbursed via the PPA Partnership. Background Information: The PPA Partnership application is a competitive process, with applications due April 28, 2023. Staff are seeking City Council approval to submit the City's.2023-2025 PPA application and, if awarded, enter into the interagency agreement to perform and receive compensation for services outlined below. . The PPA Partnership would establish a performance -based interagency agreement between Ecology and the City of Federal Way. The PPA program is designed to service businesses that generate small quantities of hazardous waste (known as small quantity generators or SQGs. Under the PPA Partnership, the City would provide hands-on assistance to help identify, mitigate, and resolve potential pollution issues. Examples of these services include: • Interpreting and explaining hazardous waste regulations that apply to SQGs. • Recommending operational improvements to help ensure SQGs comply with hazardous waste regulations. • Recommending recycling or disposal resources to manage SQG hazardous waste. • Enhancing SQG spill prevention practices and spill response materials. • Recommending best management practices (BMPs) for stormwater management. • Promoting incentives provided directly to SQGs by the PPA's Product Replacement Program. Rev 6/2019 COUNCIL MEETING DATE April 18, 2023 ITEM #: CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: ORDINANCE: HOUSING ACTION PLAN IMPLEMENTATION (HAPI) CODE AMENDMENTS POLICY QUESTION: Should the City Council adopt various amendments to Title 19 FWRC that are responsive to the study conducted by Heartland, LLC as part of implementation of the Housing Action Plan? COMMITTEE: Land Use & Transportation MEETING DATE: April 3, 2023 CATEGORY: ❑ Consent ® Ordinance ® Public Hearing ❑ City Council Business ❑ Resolution ❑ Other STAFF REPORT BY: Keith Niven PVV ig+ DEPT: CD Attachments: 1. Staff Report 2. Ordinance Options Considered: 1. Adopt the proposed ordinance. 2. Do not adopt the proposed ordinance and provide direction to staff. MAYOR'S RECOMMENDATION: Option 1. MAYOR APPROVA 7--q ha4 DIRECTOR APPROVAL: W2/28/23 ��Caan �I InitiaVDate lnitta{IC7ate/ COMMITTEE RECOMMENDATION: I move to forward the proposed ordinance for Public Hearing and First Reading on April 18, 2023. Jack Dove , Committee Chair Jack Walsh, Committee Member Hoang Tran, Committee Member PROPOSED COUNCIL MOTION(S): FIRST READING OF ORDINANCE (4/18/23): "1 move to forward approval of the proposed ordinance to the May 2, 2023, Council Meeting for second reading and enactment. " SECOND READING OF ORDINANCE (5/2/23): "1 move approval of the proposed ordinance. " (BELOWTO TO BE COMPLETED BY CITY CLERK'S OFFICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL # ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED— 1/2022 RESOLUTION # CITY OF FEDERAL WAY MEMORANDUM DATE: April 3, 2023 TO: Land Use & Transportation Committee VIA: Jim Ferrell, Mayor FROM: Keith Niven, CD Director SUBJECT: Housing Action Plan Implementation (HAPI) Code Amendments Financial Impacts: There are no costs to the City for adopting the proposed code amendments. Background Information: In late 2022, Heartland, LLC was hired by the City to evaluate existing codes and policies that might be limiting housing production within the City. Heartland presented to the Planning Commission in January and to the Land Use & Transportation Committee in February of 2023. Based on their existing conditions evaluation and gap analysis, Heartland recommended 9 actions to address issues they found. These recommendations included: 1. Expand the Multi Family Tax Exemption (FWRC 3.30.030) to the Community Business (BC) zone; 2. Reduce the amount of ground floor non-residential space that is required; 3. Increase building height within 100 feet of single family for the BC zone; 4. Reduce the parking requirement for the BC zone; 5. Make consistent the open space requirement and allow for a fee in lieu of option; 6. Allow stormwater to be placed in vaults within the BC zone; 7. Provide predictability for school impact fees; 8. Remove the City's inclusionary requirement; and, 9. Remove the restrictions on building form. Staff Response 1. Proposed under separate Ordinance (Title 3). 2. Proposed revisions are included. 3. Not supported at this time. Study this further as part of the update to the City's Housing Chapter of the Comprehensive Plan (2024). 4. Not supported. The code currently allows for a parking reduction with a technical analysis. No added revisions are warranted. 5. No revisions are proposed at this time. Staff are reviewing open space requirements as part of a stand-alone code amendment (2023). 6. Supported — not a code revision, but a revision to PW development standards. 7. Proposed revisions are included. 8. Not supported. 9. Proposed revisions are included. Procedural Summary: 2/17/23: Issuance of Determination of Nonsignificance (DNS) pursuant to the State Environmental Rev. 6/2020 March 6, 2023 Land Use and Transportation Committee HAPI Code Amendment Page 2 Policy Act (SEPA) 2/17/23: Public Notice of SEPA Decision published in Federal Way Mirror and posted (website) 3/3/23: End of SEPA Comment Period 3/24/23: End of SEPA Appeal Period 3/15/23: Planning Commission Public Hearing 4/3/23: LUTC Council Committee (anticipated date) 4/21/23: City Council 1st Reading (anticipated date) 5/2/23: City Council 2nd Reading (anticipated date) Planning Commission Recommendation: The Planning Commission conducted a Public Hearing on March 15, 2023. There were no public comments regarding these proposed code amendments. Following Commission discussion and deliberations, consistent with 19.80.240(1)(c), the Planning Commission forwarded the proposed code amendments to the City Council with a recommendation for approval incorporating additional clarifications on the proposed revisions relating to ground floor non-residential requirements and school impact fees relating to increasing predictability to the school district while preserving City Center incentives. Decision Criteria: FWRC Chapter 19.80.130 provides criteria for zoning text amendment. The following section analyzes compliance of the proposed zoning text amendment with the criteria provided by this chapter. The City may amend the text of the FWRC only if it finds that: 1. The proposed amendment is consistent with the applicable provisions of the comprehensive plan; Staff Response: The proposed FWRC text amendment is consistent with the following Federal Way Comprehensive Plan (FWCP) policies: LUP 29 Ensure compatibility between non-residential developments and residential zones by regulating height, scale, setbacks, and buffers. HP2 Amend development regulations to accommodate a diverse range of housing forms that are compatible with neighborhood character and create an effective transition between the City Center, business areas, and residential neighborhoods. HP8 Consider the economic impact of all development regulations on the cost of housing. HG3 Develop a zoning code that provides flexibility to produce innovative housing solutions, does not burden the cost of housing development and maintenance, and diversifies the range of housing types available in the City. HG4 Proactively plan for and respond to trends in housing demand. March 6, 2023 Land Use and Transportation Committee HAPI Code Amendment Page 3 HP14 Review zoning, subdivision, and development regulations to ensure that they further housing policies, facilitate infill development and don't create unintended barriers. 2. The proposed amendment bears a substantial relationship to public health, safety, or welfare; and Staff Response: The proposed code amendments are intended to result in the construction of more housing units in the City. Prior to drafting the proposed amendments, the City hired a consultant (Heartland, LLC) to evaluate existing policies and code language. In addition, the consultant reached out to developers and property owners prior to developing recommendations for the City's consideration. The proposed amendments have considered the recommendations from the consultant and are believed to result in the increased production of housing thereby adding to the public health, safety, and welfare of the community. 3. The proposed amendment is in the best interest of the residents of the city. Staff Response: The proposed FWRC text amendments remove many of the barriers to the production of housing in the BC, CC-F, and CC-C zones identified by the City's consultant (Heartland, LLC). By updating the City code to be more in -step with current market factors, the City should see more housing built within its jurisdiction. This added production is in the best interest of the residents of the City as there is currently a housing shortage both in the City and the region. As stated in the HAP: "Housing availability is an urgent and growing challenge in Federal Way. Two out of every five households are struggling to manage the cost of housing. The lack of supply and resulting cost pressure is contributing to the displacement of long-term Federal Way residents, a process that can uproot lives and undermine the social fabric and support structure for many residents." (HAP, pg i) ORDINANCE NO.23- AN ORDINANCE of the City of Federal Way, Washington, relating to incorporating code amendments to the Community Business (BC), City Center core (CC-C) and City Center frame (CC-F) zones to boost housing production; amending FWRC 19.95.020, 19.95.030,19.95.040, 19.95.050, 19.110.010, 19.220.050, 19.225.070, and 19.230.060; adding new sections FWRC 19.95.045,19.95.047, and 19.95.057; and repealing FWRC 19.95.065. (Amending Ordinance Nos. 90-43, 93-170, 95-249, 96-270, 97-291, 97-293, 97-306, 02-424, 06-515, 06-542, 07-554, 07-559, 08-585, 09-600,10-678, 12-727, 12-735,14-757, 16-822, 17-834). WHEREAS, the City of Federal Way ("City") recognizes the need to periodically modify Title 19 of the Federal Way Revised Code ("FWRC"), "Zoning and Development Code," in order to conform to state and federal law, codify administrative practices, clarify and update land use and zoning regulations as deemed necessary, and improve the efficiency of the regulations and the development review process; and WHEREAS, the Washington Growth Management Act requires that development regulations be subject to continuing evaluation and review; and WHEREAS, the City has initiated code amendments intended to increase the production of housing in the Community Business (BC), City Center core (CC-C) and City Center frame (CC- F) zones; and WHEREAS, State agencies received 60-day notice of the proposed amendments on February 13, 2023 (ID 2023-S-4785); and WHEREAS, this ordinance, containing amendments to development regulations and the text of Title 19 FWRC, has complied with Process VI review, Chapter 19.80 FWRC, pursuant to Chapter 19.35 FWRC; and WHEREAS, an Environmental Determination of Nonsignificance ("DNS") was properly issued for the proposed code amendments on February 17, 2023, no comments were received and Ordinance No. 23- Page I of '24 the DNS was finalized on March 3, 2023, and no appeals were filed and the appeal period has expired; and WHEREAS, the Planning Commission properly conducted a duly noticed public hearing on these code amendments on March 15, 2023; and, forwarded a recommendation of approval to the City Council incorporating additional clarifications to the proposed revisions relating to ground floor non-residential requirements and increasing predictability for the school district while preserving City Center incentives; and WHEREAS, the Land Use & Transportation Committee of the Federal Way City Council considered these code amendments on April 3, 2023, and recommended adoption of the text amendments. NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF FEDERAL WAY, WASHINGTON, DO ORDAIN AS FOLLOWS: Section 1. Findings. The City Council of the City of Federal Way makes the following findings with respect to the proposed amendments. (a) The recitals set forth above are hereby adopted and restated as findings of fact. (b) These code amendments are in the best interest of the residents of the City and will benefit the City as a whole by removing many of the barriers to the production of housing in the BC, CC-C, and CC-F zones identified by the City's consultant (Heartland, LLC). By updating the city code to be more in -step with current market factors, the City anticipates seeing more housing built within its jurisdiction. This added production is in the best interest of the residents of the City as there is currently a housing shortage both in the City and the region. (c) These code amendments comply with Chapter 36.70A RCW, Growth Management. Ordinance No. 23- Page 2 of 24 (d) These code amendments are consistent with the intent and purpose of its title under FWRC and will implement and are consistent with the applicable provisions of the Federal Way Comprehensive Plan. (e) These code amendments bear a substantial relationship to, and will protect and not adversely affect, the public health, safety, and welfare. FWRC. (f) These code amendments have followed the proper procedure required under the Section 2. Conclusions. Pursuant to Chapter 19.80 FWRC and Chapter 19.35 FWRC, and based upon the recitals and the findings set forth in Section 1, the Federal Way City Council makes the following Conclusions of Law with respect to the decisional criteria necessary for the adoption of the proposed amendments: (a) The proposed FWRC amendments are consistent with, and substantially implement, the following Federal Way Comprehensive Plan goals and policies: LUP 29 Ensure compatibility between non-residential developments and residential zones by regulating height, scale, setbacks, and buffers. HP2 Amend development regulations to accommodate a diverse range of housing forms that are compatible with neighborhood character and create an effective transition between the City Center, business areas, and residential neighborhoods. HP8 Consider the economic impact of all development regulations on the cost of housing. HG3 Develop a zoning code that provides flexibility to produce innovative housing solutions, does not burden the cost of housing development and maintenance, and diversifies the range of housing types available in the City. HG4 Proactively plan for and respond to trends in housing demand. Ordinance No. 23- Page 3 of 24 HP14 Review zoning, subdivision, and development regulations to ensure that they further housing policies, facilitate infill development and don't create unintended barriers. (b) The proposed FWRC amendments bear a substantial relationship to the public health, safety, and welfare because the amendments are intended to result in the construction of more housing units in the City. Prior to drafting the proposed amendments, the City hired a consultant (Heartland, LLC) to evaluate existing policies and code language. In addition, the consultant reached out to developers and property owners prior to developing recommendations for the City's consideration. The proposed amendments have considered the recommendations from the consultant and are believed to result in the increased production of housing thereby adding to the public health, safety, and welfare of the community. (c) The proposed amendments are in the best interest of the public and the residents of the City of Federal Way as the proposed FWRC text amendments remove many of the barriers to the production of housing in the BC, CC-C, and CC-F zones identified by the City's consultant (Heartland, LLC). By updating the City code to be more in -step with current market factors, the City should see more housing built within its jurisdiction. This added production is in the best interest of the residents of the City as there is currently a housing shortage both in the City and the region. As stated in the Housing Action Plan ("HAP"): "Housing availability is an urgent and growing challenge in Federal Way. Two out of every five households are struggling to manage the cost of housing. The lack of supply and resulting cost pressure is contributing to the displacement of long-term Federal Way residents, a process that can uproot lives and undermine the social fabric and support structure for many residents." (HAP, pg i) Section 3. FWRC 19.95.020 is hereby amended to read as follows: 19.95.020 Definitions. Ordinance No. 23- Page 4 of 24 The definitions in this section apply throughout this chapter unless the context clearly requires otherwise. To the extent they do not conflict with this section, the definitions in RCW 82.02.090 are adopted and apply throughout this chapter unless the context clearly requires otherwise. Terms not defined here or in RCW 82.02.090 are defined according to FWRC 1.05.020. "Capital facilities plan" means the district's capital facilities plan adopted by the school board consisting of: (1) A forecast of future needs for school facilities based on the district's enrollment projections; (2) The long-range construction and capital improvements projects of the district; (3) The schools under construction or expansion; (4) The proposed locations and capacities of expanded or new school facilities; (5) At least a six -year financing plan component, updated as necessary to maintain at least a six - year forecast period, for financing needed school facilities within projected funding levels, and identifying sources of financing for such purposes, including bond issues authorized by the voters and projected bond issues not yet authorized by the voters; (6) Any other long-range projects planned by the district; and (7) A fee she „Ie :,,,meeting the standard proposed impact fee amount per dwelling unit type. "Classrooms" means educational facilities of the district required to house students for its basic educational program. Specialized facilities as identified by the district, including but not limited to gymnasiums, cafeterias, libraries, administrative offices, and child care centers, are not classrooms. "Construction cost per student" means the estimated cost of construction of a permanent school facility in the district for the grade span of school to be provided, as a function of the district's Ordinance No. 23- Page 5 of 24 design standard per grade span and taking into account the requirements of students with special needs. "Design standard" means the space required, by grade span and taking into account the requirements of students with special needs, which is needed in order to fulfill the educational goals of the district as identified in the district's capital facilities plan. "Developer" means the person or entity who owns or holds purchase options or other development control over property for which development activity is proposed. "Development activity" means any residential construction or expansion of a building, structure or use, any change in use of a building or structure, or any change in the use of land that creates additional demand for school facilities. "District" means the Federal Way School District No. 210, King County, Washington. "Elderly" means a person aged 62 or older. "Encumbered" means to reserve, set aside, or otherwise earmark the impact fees in order to pay for commitments, contractual obligations, or other liabilities incurred for public facilities. "Grade span" means the categories into which a district groups its grade of students, i.e., elementary school, middle or junior high school, and high school. "Interlocal agreement" means the interlocal agreement by and between the city and the district as authorized in FWRC 19.95.090. "Permanent facilities" means the facilities of the district with a fixed foundation which are not relocatable facilities. Ordinance No. 23- Page 6 of 24 "Relocatable facility" means any factory -built structure, transportable in one or more sections, that is designed to be used as an education space and is needed to prevent the overbuilding of school facilities, to meet the needs of service areas within the district, or to cover the gap between the time that families move into new residential developments and the date that construction is completed on permanent school facilities. "Relocatable facilities cost per student" means the estimated cost of purchasing and siting a relocatable facility in the district for the grade span of school to be provided, as a function of the district's design standard per grade span and taking into account the requirements of students with special needs. "Site cost per student" means the estimated cost of a site in the district for the grade span of school to be provided, as a function of the district's design standard per grade span and taking into account the requirements of students with special needs. "Standard of service" means the standard adopted by the district which identifies the program year, the class size by grade span and taking into account the requirements of students with special needs, the number of classrooms, the types of facilities the district believes will best serve its student population, and other factors as identified by the district. The district's standard of service shall not be adjusted for any portion of the classrooms housed in relocatable facilities which are used as transitional facilities or for any specialized facilities housed in relocatable facilities. Except as otherwise defined by the school board pursuant to a board resolution, "transitional facilities" shall mean those facilities that are used to cover the time required for the construction of permanent facilities called for in the capital facilities plan, where the district has the necessary financial commitments in place to complete the permanent facilities. Ordinance No. 23- Page 7 of 24 "Student factor" means the number derived by the district to describe how many students of each grade span are expected to be generated by a dwelling unit. Student factors shall be based on district records of average actual student generation rates for new developments constructed over a period of not more than five years prior to the date of the fee calculation, unless such information is not available in the district, in which case data from adjacent districts, districts with similar demographics, or county -wide averages may be used. Student factors must be separately determined for single-family and multifamily dwelling units, and for grade spans. Section 4. FWRC 19.95.030 is hereby amended to read as follows: 19.95.030 Impact fee program elements. (1) Impact fees will be assessed on all residential development activity in the city based on the provisions of this chapter Furor 19.95.050. (2) The impact fee imposed shall be reasonably related to the impact caused by the development and shall not exceed a proportionate share of the cost of system improvements that are reasonably related to the development. (3) The impact fee imposed shall' e based on atake into consideration the capital facilities plan developed by the district and approved by the school board, and adopted by r-efer-ellee by the eity Section 5. FWRC 19.95.040 is hereby amended to read as follows: 19.95.040 Initial flee calculations. (1) The initial impact fees calculation for the district shall be ^based on the formula set forth in Exhibit A attached to the ordinance codified in this chapter. A copy of the fee calculation formula shall be kept on file with this ordinance in the office of the Federal Way city clerk. Such formula shall take into account the following: The capital facilities needs of the district as identified Ordinance No. 23- Page 8 of 24 in the capital facilities plan, the district's student generation rates for single-family and multifamily dwelling units, the school site and school construction costs per student per grade level, the district's standard of service, and the relocatable facilities cost per student per grade level. (2) Separate fees shall be calculated for single-family and multifamily dwelling units, and separate student generation rates must be determined by the district for each type of dwelling unit. For purposes of this chapter, manufactured homes and structures containing three residential units or less shall be treated as single-family dwelling units and duplexes structures containing more than three residential units shall be treated as multifamily dwelling units. (3) The initial fee calculations shall be made on a district -wide basis to assure maximum utilization of all school facilities in the district currently used for instructional purposes. Impact fees shall be calculated annually and set forth in the city fee schedule adopted by eiyy eetifleil pursuant to FWRC 19.95.100 and 19.95.110. (4) The formula in Exhibit A provides a credit for the anticipated tax contributions that would be made by the development based on historical levels of voter support for bond issue in the district, which historical levels shall be determined by the district. (5) The formula also provides for a credit for school sites or facilities actually provided by a developer which the district finds to be acceptable as provided for in FWRC 19.95.060. Section 6. FWRC 19.95.050 is hereby amended to read as follows: 19.95.050 Assessment of impact fees. (1) The city shall collect school impact fees in the amounts specified in the fee schedule adopted by city council, from any applicant seeking development approval from the city where such development activity requires the issuance of a residential building permit or a manufactured home permit. Ordinance No. 23- Page 9 of '24 (2) For all applications for single-family, multifamily residential building permits, and manufactured home permits, the total amount of the impact fees shall be assessed and collected from the applicant when the building permit is issued, using the fee schedule then in effect. Irrespective of the date that the application for a building permit or manufactured home permit was submitted, no permit shall be issued until the required school impact fees set forth in the fee schedule have been paid, except as authorized under FWRC 19.95.055. Section 7. FWRC 19.110.010 is hereby amended to read as follows: 19.110.010 Affordable housing regulations (1) Purpose. To provide affordable housing to the citizens of Federal Way and to comply with the Growth Management Act and the county -wide planning policies for King County. (2) Affordable housing defined. "Owner -occupied affordable housing" means dwelling units that are offered for sale at a rate that is affordable to those individuals and families having incomes that are 80 percent or below the median county income. "Rental affordable housing" means dwelling units that are offered for rent at a rate that is affordable to those individuals and families having incomes that are 50 percent or below the median county income. (3) Multiple family developments; senior citizen housing; assisted living facilities; townhouse development; zero -lot line townhouse development; mixed -use projects; and cottage housing in multifamily zones. New projects involving 25 dwelling units or more are required to provide affordable dwelling units as part of the project. At least two dwelling units or five percent of the total number of proposed units, whichever is greater, shall be affordable. Projects including affordable dwelling units may exceed the maximum allowed number of dwelling units as follows: Ordinance No. 23- Page 10 of 24 (a) One bonus market rate unit for each affordable unit included in the project; up to 10 percent above the maximum number of dwelling units allowed in the underlying zoning district. Affordable dwelling units required under the provisions of this subsection in the BC, CC-F, and CC-C zones shall be exempt from parking space requirements. (4) Single-family developments. New single-family developments in the RS-35, RS-15, RS-9.6, and RS-7.2 zoning districts have the option of providing affordable dwelling units as part of the project. Projects including affordable dwelling units may reduce minimum lot size as follows: (a) Those lots in a new single-family conventional subdivision or short subdivision which are proposed to contain affordable dwelling units may be reduced in area by up to 20 percent of the minimum lot size of the underlying zoning district; provided, that the overall number of dwelling units in the subdivision may not exceed 10 percent of the maximum number of units allowed in the underlying zoning district. (5) Provisions for affordable housing for cottage housing development in single-family residential zones are set forth in Chapter 19.250 FWRC. (6) Duration. An agreement in a form approved by the city must be recorded with King County department of elections and records requiring affordable dwelling units which are provided under the provisions of this section to remain as affordable housing for the life of the project. This agreement shall be a covenant running with the land, binding on the assigns, heirs and successors of the applicant. Section 8. FWRC 19.220.050 is hereby amended to read as follows: 19.220.050 Multifamily dwelling units Ordinance No. 23- Page 11 of 24 The following uses shall be permitted in the community business (13Q zone subject to the regulations and notes set forth in this section: USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards USE REGULATIONS Required Review Process Lot Size Height of Structure Required Parking Spaces B► SPECIAL REGULATIONS AND Front Side (each) Rear b NOTES Multifamily Process None Same as these 65 ft. See notes 1. All nonresidential ground dwelling units II or, regulations for above 64 - 97 floor spaces must have a (stacked dwelling with ground floor average minimum floor -to -ceiling units) SEPA, use except 20 building Affordable height of 13 ft. and a dwelling Process ft. abutting elevation minimum depth of 15 ft. III single-family (ABE) units: 0 2. Building height may not residential for each exceed 30 ft. above average zones See note unit building elevation for the See notes 2 and 4-413 2 portion of the building located within 100 ft. from a single-family residential zone. 2 III buildinrtc evrent for relater) structures parking up to 69 ft in height (Six Stories)myst he gabled with Pitcher) roofs unless the hi 1ilydinrr is taller than 25 ft (three ctnrioc) with a rooftop that ce.ntribute-S, te the mi iltif-amily open snare r@q iirementc 43. Multi -unit housing and accessory living facilities may be located on the ground floor of apt buildings on the subject property only as fellews�a) if ground floorleuel space that spans at least 6040 percent of the total length of the buildings adjacent to the principal commorci-al f;4r;4rle of All hiiilrlinnc Ordinance No. 23- Page 12 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards USE REGULATIONS Required Review Process Lot Size Height of Structure Required Parking S p aces SPECIAL REGULATIONS AND Front Side (each) Rear NOTES subjectprimary vehicular access, as determined by the director, is occupied with one or more other permitted use(s) that is open to the public.as -Ilo%nied in this zone• anal (b) level snare that ground spans at least 40 of percent the total length of III other street facing facades of all buildings is occupied with one or more other use(s) ;;Ilo%nied in this ze ne Parking in conjunction with other uses allowed in this zone may also be located on the ground floor of the structure if non -visible from the right-of-way or public areas. 54. For 100 dwelling units or more on a subject property, 25 percent of parking shall be underground or on the first floor within the building footprint, except for visitor parking, which can be surface parking. 65. Parking spaces shall be provided as follows: Efficiency dwelling units - 1.0 per unit Studio dwelling units - 1.25 per unit One bedroom dwelling units - 1.5 per unit Ordinance No. 23- Page 13 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums Required Yards ZONE Required Height of Required Review Lot Parking Side Structure USE REGULATIONS (each) aces S Process Size Front Rear p SPECIAL REGULATIONS AND NOTES b Process I, II, III and IV are described in Chapter 19.55 FWRC, Chapter 19.60 FWRC, Chapter 19.65 FWRC, Chapter 19.70 FWRC respectively. Dwelling units with two bedrooms or more - 2.0 per unit. -76. Dwelling unit parking stalls are in addition to required parking for all nonresidential ground floor uses. 97. Alternatively, applicant may choose to submit a parking study in accordance with FWRC 19.130.080(2). 98. Chapter 19.265 FWRC contains regulations regarding accessory uses, buildings and structures. Accessory dwelling units are not permitted. 4-99. Chapter 19.270 FWRC contains regulations regarding home occupations. (Continued on next page) For other information about parking and parking areas, see Chapter 19.130 FWRC. For details of what may exceed this height limit, see FWRC 19.110.050 et seq. For details regarding required yards, see FWRC 19.125.160 et seq. I19.220.050 Multifamily dwelling units. (Continued) Ordinance No. 23- Page 14 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required Parking Review Lot Side Structure Parking USE REGULATIONS Process Size Front (each) Rear S p aces SPECIAL REGULATIONS AND NOTES 4410. The subject property must provide usable open space in a total amount equal to at least 150 sq. ft. per dwelling unit, and may include private spaces such as yards, patios, and balconies, as well as common areas such as playgrounds, recreation rooms, plazas, rooftop terraces, pools, active lobbies, atriums, or other areas the director deems appropriate. A minimum of 25 percent of the usable open space provided must be common open space. Private open space such as a patio, porch, balcony, or yard may be credited toward total residential usable open space, if such private open space is a minimum of 48 square feet and has a minimum dimension of six feet. 4-211. No maximum lot coverage is established. Instead, the buildable area will be determined by other site development requirements, e.g., required buffers, parking lot landscaping, surface water facilities, among others. 4312. For community design guidelines that apply to the project, see Chapter 19.115 FWRC. -1-413. Refer to Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, for appropriate requirements. Ordinance No. 23- Page 15 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required Parking Review Lot Side Structure Parking USE REGULATIONS Process Size Front (each) Rear aces S p SPECIAL REGULATIONS AND NOTES 4-514. For sign requirements that apply to the project, see Chapter 19.140 FWRC. 4-615. For affordable housing requirements, see FWRC 19.110.010. 4-716. For provisions that relate to the keeping of animals, see Chapter 19.260 FWRC. Process I, II, III and IV are described in For other information about Chapter 19.55 FWRC, parking and parking areas, see Chapter 19.60 FWRC, Chapter 19.130 FWRC. Chapter 19.65 FWRC, Chapter 19.70 FWRC respectively. For details of what may exceed this height limit, see FWRC 19.110.050 et seq. For details regarding required yards, see FWRC 19.125.160 et seq. Section 9. FWRC 19.225.070 is hereby amended to read as follows: 19.225.070 Multifamily dwelling units, senior citizen, or special needs housing The following uses shall be permitted in the city center core (CC-C) zone subject to the regulations and notes set forth in this section: Ordinance No. 23- Page 16 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required - Review Lot Side Structure Parking USE REGULATIONS Process Size Front (each) Rear S p aces SPECIAL REGULATIONS AND NOTES b Multifamily Process None Multifamily 70 ft. Multifamily 1. The city may, using dwelling units II dwelling units, or dwelling process III, modify (stacked dwelling Possible senior housing, 200 ft. units: 1 per required yard, height, lot units) Process or special unit if coverage, and other site III needs housing: See underground design and dimensional Senior citizen or same as these notes 1 or in requirements for a special needs See regulations for and structured proposed development housing (stacked note 1 ground floor parking or that meets the following dwelling units) use 1.7 per unit if criteria: surface a. The proposed Stand-alone parking development will be senior citizen consistent with the or special See notes adopted comprehensive needs housing: 2416 - 2419 plan policies for this zone; 20 5 ft. 5 and ft. ft. Senior b. The proposed citizen development will be See notes 1, 2 housing: 1 consistent with the and 1410 for each unit applicable design guidelines; and Special c. The street, utilities, needs and other infrastructure housing: 0.5 in the area are adequate for each unit to support the proposed development. Affordable 2. No setback is required dwelling adjacent to rights -of -way units: 0 for for senior citizen and each unit special needs housing, when publicly visible street-scape amenities, as defined in FWRC 19.05.190, are located along the right-of- way; the siting and design of which shall be approved by the director. 3 The entire ind flee grni FA -St he i itihZe4 Aniith Ordinance No. 23- Page 17 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS USE REGULATIONS b Required Review Process Minimums Height of Structure Required Parking aces S p ZONE — SPECIAL REGULATIONS AND NOTES retail space(s) with a minima im flnnr_tn_ ceiling Lot Size Required Yards Front Side (each) Rear height of 13 ft A minimum of 25% of the ground floor must be comprised of non- residential uses open to the public. Where any portion of the subject property is located adjacent to the intersection of multiple streets, the ground floor space for a distance of 50 feet from the nearest point of the subject property to any such street intersection, shall be limited to Entertainment or Retail uses. Ground floor space limited to entertainment or retail uses under the preceding sentence may count toward the 25% non-residential use requirement under this note. 4 Detail -ices AlIGIA4 rl in this zop.e moyi he nermitterd on the g i -nsl floor of stasLerl senlllr Citizen or sneG-iol neerds ho sings With o mini mi-m flnnr_tn_reiling height of 12ft 54. Primary building entries to residential, retail, or parking must Ordinance No. 23- Page 18 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards USE REGULATIONS Required Review Process Lot Size Height of Structure Required Parking aces S p — SPECIAL REGULATIONS Front Side (each) Rear b AND NOTES face an arterial street with no multifamily residential ground -floor parking visible from arterial streets. ti III buildings, except for related Tres structures parking up to 65 ft in height (six ctnrioc)my st he gabled with roofs unless pitched the building is t-Aller than 35 ft (three ctnrioc) with a rooftop that contrib Stec to the mi iltifarn Hy open mace requirements. -75. Building height may be increased from the permitted outright height of 70 ft. to 200 ft. in exchange for providing publicly visible streetscape amenities, as defined in FWRC 19.05.190, along the right-of-way; the siting and design of which shall be approved by the director. 96. The subject property must provide usable open space in a total amount equal to at least 100 sq. ft. per dwelling unit and may include private open spaces such as yards, patios, and balconies, as well as common open spaces such as plazas, Ordinance No. 23- Page 19 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums Required Yards ZONE Required Height of Required — Review Lot Parking Side Structure USE REGULATIONS (each) aces S Process Size Front Rear p SPECIAL REGULATIONS AND NOTES Process I, II, III and IV are described in Chapter 19.55 FWRC, Chapter 19.60 FWRC, Chapter 19.65 FWRC, Chapter 19.70 FWRC respectively. playgrounds, recreation rooms, rooftop terraces, p-patches, pools, active lobbies, and atriums. A minimum of 25 percent of the usable open space provided must be common open space. All eligible usable open space shall also meet the requirements specified in FWRC 19.115.115. A fee - in -lieu payment may be utilized for up to 50 percent of the usable open space as specified in FWRC 19.115.115. -7. Any common open space requirements for senior housing or special needs housing may be reduced at the discretion of the director, if an open space study documents that less common open space will be adequate to serve the needs of the residents. (Continued on next page) For other information about parking and parking areas, see Chapter 19.130 FWRC. For details of what may exceed this height limit, Ordinance No. 23- Page 20 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums Required Yards ZONE Required Height of Required — Review Lot Parking Side Structure USE REGULATIONS S Process Size Front (each) aces Rear p SPECIAL REGULATIONS AND NOTES b see FWRC 19.110.050 et seq. For details regarding required yards, see FWRC 19.125.160 et seq. I19.225.070 Multi -unit housing. (Continued) USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required — Review Lot Side Structure Parkin g USE REGULATIONS Process Size Front (each) Rear Spaces SPECIAL REGULATIONS AND b NOTES 448. No maximum lot coverage is established. Instead, the buildable area will be determined by other site development requirements, e.g., required buffers, parking lot landscaping, surface water facilities, among others. 449. For community design guidelines that apply to the project, see Chapter 19.115 FWRC. 4-210. Refer to Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, for appropriate requirements. a 311. For sign requirements that apply to the project, see Chapter 19.140 FWRC. Ordinance No. 23- Page 21 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS USE REGULATIONS Required Review Process Minimums Height of Structure Required Parking Spaces p ZONE — SPECIAL REGULATIONS AND NOTES Lot Size Required Yards Front Side (each) Rear 4-412. Chapter 19.265 FWRC contains regulations regarding accessory uses, buildings and structures. Accessory dwelling units are not permitted. 4-513. Chapter 19.270 FWRC contains regulations regarding home occupations. 4-614. For affordable housing requirements, see FWRC 19.110.010. 4-715. For provisions that relate to the keeping of animals, see Chapter 19.260 FWRC. 19. SinrTle_ctery buildings may not -Aless, of 16,000 sq. ft gross ., approved under the e preOsiens the ldirertnr for minor A dlditinAc c--ch A.c entry ctn1G irec Inhhiec ceatiAg nr rdiAiAg areac hey Wi A OWS ;;Ard ci miWr feats firer nroy rdeld th4t c- irh ❑rdrditien(s) chill not exceed 1,000 cn ft per budding in any one cencec hive 12_mnnth period 1 9Ne mere than 16,000 ce ft of new single-stmry censtrrUctrvrnr May n it OR a c64h @Gt n erty eVcl61diAg in eocec o eld i inner thf P.A.4R C 1 Q 11 Q. 0Q0 ;3nld miner a drditinnc approved by the rlirertnr i inner Ante 1 Q 20Aura ultiple_ctnry buildings are net s u bject to netec 1 R and 19; n rnviderd that each floor centainc at least 75 of the nrncc percent Ordinance No. 23- Page 22 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required — Review Lot Side Structure Parking USE REGULATIONS Process Size Front (each) Rear Spaces p SPECIAL REGULATIONS AND NOTES sq ft of the floor heleoi it �nlJ centainc a retail i ice(s) 2416. Parking may be provided underground or above ground in structured parking or may be permitted as surface parking. 2-217. Dwelling unit parking stalls are in addition to required parking for all nonresidential ground floor uses. 2-318. Surface parking areas for multifamily development must be located so that they are not visible from arterials or pedestrian oriented walkways. When determined by the community development director or designee that such requirement is not feasible, surface parking may be screened from public view by a compact evergreen hedge, a solid wall or fence, or in a manner approved by the community development director or designee. 2419. Required parking may be reduced under the provisions of FWRC 19.130.020(3) (a), (b), (c), and (d). Process I, II, III and IV are described in For other information about Chapter 19.55 FWRC, parking and parking areas, see Chapter 19.60 FWRC, Chapter 19.130 FWRC. Chapter 19.65 FWRC, Chapter 19.70 FWRC respectively. For details of what may exceed this height limit, see FWRC 19.110.050 et seq. Ordinance No. 23- Page 23 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums Required Yards ZONE Required Height of Required - Review Lot Parking Side StructureParking USE REGULATIONS S Process Size Front (each) aces Rear p SPECIAL REGULATIONS AND NOTES b For details regarding required yards, see FWRC 19.125.160 et seq. Section 10. FWRC 19.230.060 is hereby amended to read as follows: 19.230.060 Multifamily dwelling units, senior citizen, or special needs housing The following uses shall be permitted in the city center frame (CC-F) zone subject to the regulations and notes set forth in this section: USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required-F Review Lot Side Structure Parking USE REGULATIONS Process Size Front (each) Rear Spaces SPECIAL REGULATIONS AND NOTES Multifamily Process None Multifamily 70 ft. Multifamily 1. The city may, using dwelling units II dwelling units, or dwelling process III, modify (stacked dwelling Possible senior housing, 85 ft. units: 1 per required height, yard, units) Process or special unit if landscape and other site III needs housing: See underground design and dimensional Senior citizen or Same as these notes 1, or in requirements for a special needs See requirements -3 and structured proposed development housing (stacked note 1 for ground 64 parking or that meets the following dwelling units) floor use 1.7 per unit if criteria: surface a. The proposed Stand-alone parking development will be senior citizen consistent with the or special See notes adopted comprehensive needs housing: 2416 - 2318 plan policies for this zone; 20 5 ft. 5 and ft. ft. Ordinance No. 23- Page 24 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS USE REGULATIONS Required Review Process Minimums Height of Structure Required—�' Parking aces S p ZONE SPECIAL REGULATIONS Lot Size Required Yards Front Side (each) Rear b Senior AND NOTES b. The proposed See notes 4, &,4, 8, and 10, citizen development will be ar'�12 housing: 1 consistent with applicable for each unit design guidelines; and c. The street utilities Special and other infrastructure needs in the area are adequate housing: to support the proposed 0.5 for each development. unit 2. All buildings, except for related structures Affordable parking up to 65 ft. in height (six dwelling stories), myst he gabled units: 0 for with roofs, unless pitched each unit the building is t-aller than 35 ft. (throe stories) with to the mi iltifamdy open snare req iirementc 32. Multi -unit housing and accessory living facilities may be located on the ground floor of a stri i�t, -re buildings on the subject property only as fe4Gw& a)-f ground floorlevel space that spans at least 6040 percent of the total length of the buildings adjacent to the priRcipal Commercial facade of;;'' b iildiRgSsube4 rip mary vehicular access, as determined by the director, is occupied with one or more other permitted use(s) that is open to the public.as Ordinance No. 23- Page 25 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS USE REGULATIONS Required Review Process Minimums Height of Structure Required—�' Parking aces S p ZONE SPECIAL REGULATIONS Lot Size Required Yards Front Side (each) Rear b AND NOTES ;;Ileyied in this ze ne• and level space (b) ground that spans at lext 40 percent of the total length of III ether street facing f;;C;;dec of -II buildings is o4cc ivied with one or more ether use(s) allowed in this zene. Parking in conjunction with other uses allowed in this zone may also be located on the ground floor of the structure if non -visible from the right-of-way or public areas. 4 CAmmerd;il rises eyied in this zone may -a. he permitted on the floor of Stacked ground ceninr Citizen or cneCial needs hni using with ;; minima im floor to Ceiling height of 4 3 ft -3. Building height may be increased from the permitted outright height of 70 ft. to 85 ft. in exchange for providing publicly visible streetscape amenities, as defined in FWRC 19.05.190, along the right-of-way; the siting and design of which shall be approved by the director. 64. Structures on property that adjoins a Ordinance No. 23- Page 26 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums Required Yards ZONE Required Required—�' Review Lot Height of Parking USE REGULATIONS Process Size Front Side (each) Rear Structure aces S p SPECIAL REGULATIONS AND NOTES b single-family residential zone shall be set back a minimum of 20 ft. from the property line adjacent to the single-family residential zone. The height of structures shall not exceed 30 ft. above average building elevation when located within 100 ft. from such property line. -75. The subject property must provide usable open space in a total amount equal to at least 100 sq. ft. per dwelling unit and may include private spaces such as yards, patios, and balconies, as well as common open spaces such as plazas, playgrounds, recreation rooms, rooftop terraces, p-patches, pools, active lobbies, and atriums. A minimum of 25 percent of the usable open space provided must be common open space. All eligible usable open space shall also meet the requirements specified in FWRC 19.115.1 15. A fee - in -lieu option is available for up to 50 percent of the usable open space as Ordinance No. 23- Page 27 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums Required Yards ZONE Required Height of Required—�' Review Lot Parking Side Structure USE REGULATIONS S Process Size Front (each) aces Rear p SPECIAL REGULATIONS AND NOTES Process I, II, III and IV are described in Chapter 19.55 FWRC, Chapter 19.60 FWRC, Chapter 19.65 FWRC, Chapter 19.70 FWRC respectively. specified in FWRC 19.115.115. (Continued on next page) For other information about parking and parking areas, see Chapter 19.130 FWRC. For details of what may exceed this height limit, see FWRC 19.110.050 et seq. For details regarding required yards, see FWRC 19.125.160 et seq. 19.230.060 Multifamily dwelling units, senior citizen, or special needs housing. (Continued) USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required Parking —� Review Lot Side Structure Parkin USE REGULATIONS Process Size Front (each) Rear Spaces SPECIAL REGULATIONS AND NOTES 86. Any common open space requirements for senior housing or special needs housing may be reduced at the discretion of the director, if an open space study Ordinance No. 23- Page 28 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required —� Review Lot Side Structure Parking USE REGULATIONS Process Size Front (each) Rear Spaces p SPECIAL REGULATIONS AND NOTES documents that less common open space will be adequate to serve the needs of the residents. -7. No maximum lot coverage is established. Instead, the buildable area will be determined by other site development requirements, e.g., buffers, parking lot landscaping, surface water facilities, among others. 4-88. No setback is required adjacent to rights -of -way for senior citizen and special needs housing, when publicly visible streetscape amenities, as defined in FWRC 19.05.190, are located along the right-of-way, the siting and design of which shall be approved by the director. 449. For community design guidelines that apply to the project, see Chapter 19.115 FWRC. 4-210. Refer to Chapter 19.125 FWRC, Outdoors, Yards, and Landscaping, for appropriate requirements. a 311. For sign requirements that apply to the project, see Chapter 19.140 FWRC. 4-412. Chapter 19.265 FWRC contains regulations regarding accessory uses, buildings and structures. Accessory dwelling units are not permitted. 4-513. Chapter 19.270 FWRC contains regulations regarding home occupations. Ordinance No. 23- Page 29 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS USE REGULATIONS Required Review Process Minimums Height of Structure Parking Spaces Required p ZONE —� SPECIAL REGULATIONS AND NOTES Lot Size Required Yards Front Side (each) Rear 4-614. For affordable housing requirements, see FWRC 19.110.010. 4-715. For provisions that relate to the keeping of animals, see FWRC 19.260.010 et seq. 19. Single -story buildings may not eviceed a total ground floor area of 16,000 sq ft., ft., - -Aless greys approved under the previsions of RA/D(' 1 9.110.090, nr approved by the director for minor additianc si ich as entry structures, Inhhiec seating or dining areas hay , windows and similar feat) irec• Shall not exceed 1,000 so ft per building in aRy one rn nceri iti�ie 12_month period 1 9Ne mare than 1 6,099 cn ft. of AeW S AgI@ Stt nO ry GGAStrUC-A. Q-A magi accUt ap a ci ihiect property, eVcl61diAg increases approved i ender the prrn iicin nc of FOIR ' 19 110 0R0 and minor 20M iltiple_ctnry buildings are not subject to notes 1 Q and 19, d;bovel provided that each flornr contains at least 7S percent of the so f+ of the floor helow it gross apd r ptaipc a pripcipal 61se/s1 permitted ip this 2416. Parking may be provided underground or above ground in structured parking or may be permitted as surface parking. Ordinance No. 23- Page 30 of 24 USE ZONE CHART DIRECTIONS: FIRST, read down to find use ... THEN, across for REGULATIONS Minimums ZONE Required Yards Required Height of Required —� Review Lot Side Structure Parking USE REGULATIONS Process Size Front (each) Rear Spaces p SPECIAL REGULATIONS AND NOTES 22-17. Dwelling unit parking stalls are in addition to required parking for all nonresidential ground floor uses. 2318. Required parking may be reduced under the provisions of FWRC 19.130.020(3) (a), (b), (c), and (d). Process I, II, III and IV are described in For other information about Chapter 19.55 FWRC, parking and parking areas, see Chapter 19.60 FWRC, Chapter 19.130 FWRC. Chapter 19.65 FWRC, Chapter 19.70 FWRC respectively. For details of what may exceed this height limit, see FWRC 19.110.050 et seq. For details regarding required yards, see FWRC 19.125.160 et seq. Section 11. A new section FWRC 19.95.045 is hereby added to Chapter 19.95 FWRC to read as follows: 19.95.045 Impact fee maximum. (1) Notwithstanding the initial fee calculation under FWRC 19.95.040, the actual impact fee assessed under FWRC 19.95.040 may not exceed the following amount for each type of dwelling unit: Single Family Residential Units: $4,314.00 Multi -family Residential Units: $6,315.00 Ordinance No. 23- Page 31 of 24 (2) The impact fee maximum established in the previous subsection shall be increased annually starting on August 1, 2024, by the same percentage as the percentage change in the previous calendar year's average monthly Engineering News -Record (ENR) Seattle Area Construction Cost Index values, relative to the correspondingaverage verage monthly ENR Construction Cost Index values for the preceding year, as calculated from August 1 st through July 31 st. Section 12. A new section FWRC 19.95.047 is hereby added to Chapter 19.95 FWRC to read as follows: 19.95.047 Council discretion in adopting impact fee. As provided in FWRC 19.95.040 and 19.95.045, the impact fee adopted by city council in the fee schedule shall be generally based on the initial fee calculation, and no higher than the impact fee maximum. The city council may, at its discretion, impose a lesser impact fee than the initial fee calculation amount and/or impact fee maximum. Section 13. A new section FWRC 19.95.057 is hereby added to Chapter 19.95 FWRC to read as follows: 19.95.057 Administrative fees. (1) For each impact fee imposed, there shall be charged an administrative fee for the administration of the school impact fee program in the amount specified in the city fee schedule. The administrative fee shall be deposited into an administrative fee account within the school fee fund provided for in FWRC 19.95.080. Administrative fees shall be used only to defray the cost incurred by the city in performing actions related to implementation of this chapter and update of the school impact fee program. The administrative fee is not creditable or refundable. (2) The administrative fee shall be paid by the applicant at the same time as the impact fee. Section 14. FWRC 19.95.065 is hereby repealed in its entirety. Ordinance No. 23- Page 32 of 24 Section 15. Severability. The provisions of this ordinance are declared separate and severable. The invalidity of any clause, sentence, paragraph, subdivision, section, or portion of this ordinance, or the invalidity of the application thereof to any person or circumstance, shall not affect the validity of the remainder of the ordinance, or the validity of its application to any other persons or circumstances. Section 16. Corrections. The City Clerk and the codifiers of this ordinance are authorized to make necessary corrections to this ordinance including, but not limited to, the correction of scrivener/clerical errors, references, ordinance numbering, section/subsection numbers and any references thereto. Section 17. Ratification. Any act consistent with the authority and prior to the effective date of this ordinance is hereby ratified and affirmed. Section 18. Effective Date. This ordinance shall be effective five (5) days after passage and publication as provided by law. PASSED by the City Council of the City of Federal Way this day of , 2023. ATTEST: CITY OF FEDERAL WAY: JIM FERRELL, MAYOR STEPHANIE COURTNEY, CMC, CITY CLERK Ordinance No. 23- Page 33 of 24 APPROVED AS TO FORM: RYAN CALL, CITY ATTORNEY FILED WITH THE CITY CLERK: PASSED BY THE CITY COUNCIL: PUBLISHED: EFFECTIVE DATE: ORDINANCE NO.: Ordinance No. 23- Page 34 of 24 COUNCIL MEETING DATE: April 18, 2023 ITEM #: E CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: TC-3 LETTER OF INTENT TO AWARD AND INITIATION OF DEVELOPMENT AGREEMENT POLICY QUESTION: Should the City Council authorize the Mayor to execute the Letter of Intent to Award and associated Agreement with OneTrent, and authorize the initiation of development agreement negotiations? COMMITTEE: Land Use & Transportation MEETING DATE: April 3, 2023 CATEGORY: ❑ Consent ❑ Ordinance ❑ Public Hearing ® City Council Business ❑ Resolution ❑ Other STAFF REPORT BY: Keith Niven, Director V+j DEPT: CD Attachments: 1. Staff Report 2. Draft Letter of Intent to Award & Proposed Agreement Regarding Intent to Award Options Considered: 1. Approve execution of the Letter of Intent to Award and associated Agreement, and approve commencement of development agreement negotiations. 2. Do not execute the Letter and associated Agreement and provide direction to staff. MAYOR'S RECOMMENDATION: Option 1. MAYOR APPROVAL: GI tia/ml10itt to �3PIRECTOR APPROVAL: � /2I Ma rch 23 Initial/Date COMMITTEE RECOMMENDATION: I move to forward Option I to the April 18, 2023, Business Agenda for approval. Jack Dovey, Committee Chair Hoang Tran, Committee Member Jack Walsh, Committee Member PROPOSED COUNCIL MOTION: "I move to authorize the Mayor to execute the Letter of Intent to Award and associated Agreement with OnrTrent, and authorize initiation of development agreement negotiations. " (BELOW TO BE COMPLETED BY CITY CLERK'S OFf'ICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL # ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED— 1/2022 RESOLUTION # CITY OF FEDERAL WAY MEMORANDUM DATE: April 3, 2023 TO: Land Use & Transportation Committee VIA: Jim Ferrell, Mayor FROM: Keith Niven, CD Director SUBJECT: TC-3 Letter of Intent to Award and Initiation of Development Agreement Financial Impacts: There is currently an outstanding debt on the TC-3 properties totaling approximately $4.8M. The preferred developer has offered $1 OM to acquire the properties. The estimated construction value to the preferred developer's project is approximately $233M. The estimated 1-time construction City -collected sales tax for the proposal is approximately $8.4M. The developer shall pay $30,000 to cover staff costs for the SEPA review, plan review and negotiation of the development agreement. Background Information: In February 2022, the City contracted with VIA to work with the City in creating a land use/development plan for the City -owned TC-3 properties. VIA presented their work to the City Council in October 2022. The development plan envisioned: Office: 133,000 square feet Retail/Services: 32,500 square feet Hotel: 126 rooms Residential units: 714 Civic plaza & community building: 10,000 square feet Public parking garage: 430 spaces Over the course of 2022, Community Development staff publicly discussed the draft plan and community aspirations for downtown Federal Way. The draft plan was viewed as achieving many of the goals for downtown including: 1. Creating a sense of place and civic identity for the Federal Way downtown, reflective of the growing, diverse community. 2. Providing a catalyst for mixed -use residential and pedestrian -focused retail. 3. Anchoring the north end of downtown and building a pedestrian -scaled block structure, containing smaller, more active public spaces. 4. Capitalizing on the momentum and timing of recent and imminent public investments. Rev. 6/2020 Page 2 Following a presentation to the City Council, the City issued a Request for Proposals (RFP) on November 23, 2022. The RFP set an initial deadline for proposals of February 3, 2023. The City received 6 responsive proposals from: ■ Shea Properties ■ Wood Partners ■ American Capital Group ■ Landmark ■ Intracorp, and ■ One Trent. Staff from the Mayor's Office, Finance, Public Works, Economic Development, and Community Development met to discuss the proposals and identified questions or additional information needed to evaluate the proposals. The proposals were reviewed by the Downtown ad hoc Committee on February 23, 2023. During this review, the top proposals were determined to be Landmark, Intracorp, and One Trent. These 3 firms were invited to an interview with the Downtown ad hoc Committee and staff on March 9, 2023. Following the interviews, the Committee's top recommendation was forwarded to the Mayor for consideration. Mayor's Recommendation Following a review of the proposals, the Mayor recommends execution of the Letter of Intent to Award and associated Agreement, and commencement of development agreement negotiations with OneTrent. CITY OF �. Federal Mr. Trent Mummery President Trent Development Inc. 166 Roy Street Seattle, WA 98109 Letter of Intent to Award Dear Trent, CITY HALL �� 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cttyoffedemhvay com The City has determined that your proposal for developing the City -owned TC-3 properties best matches the evaluation criteria listed in the City's Request for Proposals ("UP"), namely: ■ Consistency with the City's development plan; ■ Benefit to the City; ■ Experience with comparable projects; ■ Access to development capital; ■ Proposed construction schedule; ■ Team experience; and, ■ Interview with the City's Downtown ad hoc Committee. This Letter of Intent to Award, along with the attached Agreement, fulfills the provisions of Section 3 (From Proposal to Letter of Intent to Award) of the City's REP. If you have any questions regarding this Letter, please do not hesitate to contact Mr. Keith Niven, Community Development Director, at (253) 835-2612 or keith.niven&cityoffederalway.com. Congratulations and I look forward to working with your firm to help catalyze the redevelopment of Downtown Federal Way. Sincerely, Jim Ferrell, Mayor AGREEMENT - 1 - 3/2023 ^� Federal Way CITY OF AGREEMENT REGARDING INTENT TO AWARD CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cttyoffedemhvay com This Agreement ("Agreement") is made between the City of Federal Way, a Washington municipal corporation ("City"), and Trent Development Inc ("Developer"). The City and Developer (together "Parties") are located and do business at the below addresses which shall be valid for any notice required under this Agreement: DEVELOPER: Trent Mummery 166 Roy Street Seattle, WA 98109 (206) 234-6543 CITY OF FEDERAL WAY: Keith Niven 33325 8th Ave. S. Federal Way, WA 98003-6325 (253) 835-2612 A. WHEREAS, the City of Federal Way owns parcels 857500-0010, 857500-0020, and 092104-9017, commonly referred to as Town Center 3 ("TC-3"); and B. WHEREAS, on November 23, 2022, the City issued a Request for Proposals ("RFP") to find a developer for the TC-3 properties; and C. WHEREAS, on February 3, 2023, Developer submitted a proposal to develop TC-3; and D. WHEREAS, the Mayor recommended Developer as the preferred developer for TC-3; and E. WHEREAS, Section 3 of the RFP identifies the City would execute a Letter of Intent to Award to the preferred developer; and F. WHEREAS, on April 18, 2023, the City Council authorized the Mayor to execute the Letter of Intent to Award to Developer and initiate the development agreement process; and G. WHEREAS, The City and Developer seek to provide clarity as to their respective obligations upon execution of the Letter of Intent to Award. NOW THEREFORE, the Parties agree as follows: 1. City Obligations a. The City shall provide access to TC-3 at reasonable times for pre -purchase site investigations by Developer and their agents. b. The City shall be responsible for the demolition of the old Target building on the TC-3 property and stabilization of the property including covering of exposed soils. 2. Developer Obligations - AGREEMENT - 2 - 3/2023 ,SCITY OF � Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cttyoffedemhvay com a. Any disturbance of the property as a result of pre -purchase site investigations shall be promptly restored by Developer. b. Any construction activities (e.g., excavations, boring work, etc.) shall not interfere with ongoing operations of the PAEC. c. Within 15 days of receiving the executed Letter of Intent to Award, Developer shall pay the City $30,000 to cover staffing costs related to the development agreement, development plan, and purchase agreements. 3. Joint Obligations a. Negotiation of the development agreement shall promptly commence following execution of the Letter of Intent. b. The Parties shall work cooperatively to achieve the intended outcome of the RFP. c. The Parties shall negotiate in good faith and make a concerted effort to present a draft development agreement to the City Council in 2023 for approval. AGREEMENT - 3 - 3/2023 CITY OF t4 Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253)835-7000 www cttyoffedemhvay com IN WITNESS, the Parties execute this Agreement below, effective the last date written below. CITY OF FEDERAL WAY: Jim Ferrell, Mayor DATE DEVELOPER: By: Printed Name: Title: DATE: STATE OF WASHINGTON ) ) ss. COUNTY OF ) ATTEST: Stephanie Courtney, CMC, City Clerk APPROVED AS TO FORM: J. Ryan Call, City Attorney On this day personally appeared before me to me known to be the of that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this day of Notary's signature Notary's printed name 2023. Notary Public in and for the State of Washington. My commission expires AGREEMENT - 4 - 3/2023 COUNCIL MEETING DATE: April 18, 2023 ITEM #: F CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: 215T AVE S AND S 320TH SIGNALIZATION AND PEDESTRIAN IMPROVEMENTS AUTHORIZATION TO AD POLICY QUESTION: Should the City Council authorize staff to advertise the bid for the 2 1 " Ave S and S 320' Signalization and Pedestrian Improvements project? COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 3, 2023 CATEGORY: ® Consent ❑ Ordinance ❑ Public Hearing ❑ City Council Business ❑ Resolution ❑ Other STAFF REPORT BY: Kent Smith, P.E., Sound Transit Liaison/l DEPT: Public Works Attachments: 1. Land Use and Transportation Committee memo dated April 3, 2023 Options Considered: 1. Authorize staff to bid the 21" Ave S and S 3201' Signalization and Pedestrian Improvements project, and authorize staff to return to the LUTC and Council for bid award, further reports and authorization. 2. Do not authorize staff to bid and provide direction to staff. MAYOR'S RECOINMEN TION: Option 1. MAYOR APPROVAL DIRECTOR APPROVAL: onuni a cool eil IniliaMate COMMITTEE RECOMMENDATION: I move to forward option 1 to the April 18, 2023 City Council consent agenda for approval. Jack Dovey, Committee Chair Jack Walsh, Committee Member Hoanp, Tran, Committee Member PROPOSED COUNCIL MOTION: "I move authorize staff to bid the 2151 Ave S and S 320' Signalization and Pedestrian Improvements project, and authorize staff to return to the LUTC and Council for bid award, further reports and authorization. " (BELOW TO BE COMPLETED BY CITY CLERK'S OFFICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL # ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED— 1/2022 RESOLUTION # CITY OF FEDERAL WAY MEMORANDUM DATE: April 3, 2023 TO: Land Use & Transportation Committee VIA: Jim Ferrell, Mayor FROM: EJ Walsh, P.E., Public Works Director Kent Smith, P.E., Sound Transit Liaisorv�� SUBJECT: 2 1 " Ave S and S 3201 Signalization and Pedestrian Improvements Authorization to AD Financial Impacts:_ The cost to the City for the 2 1 " Ave S and S 320th Signalization and Pedestrian Improvements was included within the approved budget under the Public Works Department, Capital Project #225. In accordance with the approved budget, this item is funded by a grant through Sound Transit 3 and the System Access Program and LIFT funds. Upon completion of the project, ongoing costs associated with operations and maintenance will be performed and funded through streets maintenance. Funding requirements for operations and maintenance of infrastructure is reviewed and adjusted as required during the budget process. Background Information: This project provides a new signal for protected east and westbound left -turning movements and a protected pedestrian crossing of S 3201h Street. With the eventual completion of the Federal Way Link extension and the Federal Way Transit Center Station, pedestrian traffic is expected to increase requiring improved pedestrian crossings across S 320th St. Proiect Estimated Expenditures: Design $320,000 Right -of -Way $190,000 Construction Contract $959,000 Contingency $96.000 Construction Management & Inspection $20,000 Total Project Costs $1,720,000 Proiect Available Fundine: Sound Transit System Access Grant $730,000 REET $345,000 Mitigation/Traffic Impact Fees $340,000 LIFT funds $305,000 Total Project Costs $1,720,000 Rev 6/2020 COUNCIL MEETING DATE: April 18, 2023 ITEM #: G CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: AUTHORIZATION TO ACCEPT CONSERVATION FUTURES TAX LEVY (CFT) GRANT POLICY QUESTION: Should the Council authorize staff to accept a Conservation Futures tax levy (CFT) grant application? COMMITTEE: Land Use and Transportation Committee MEETING DATE: April 3, 2023 CATEGORY: ® Consent ❑ Ordinance ❑ Public Hearing ❑ City Council Business ❑ Resolution ❑ Other Kent DEPT: Public Works .__. STAFF REPORT BY: Kent Smith, P.E., Sound Transit Liaison smith n Attachments: 1. Staff Report Options Considered: 1. Approve acceptance of the Conservation Futures tax levy grant. 2. Do not approve acceptance of the grant and provide direction to staff. MAYOR'S RECOMMENDATION: Option 1. MAYOR APPROVAL: ,3 d DIRECTORAPPROVAL: y � Committ Co uit'� Initial/Date Initial/D to InitiaVDa[e COMMITTEE RECOMMENDATION: 1 move to forward the proposed acceptance of the Conservation Futures tax levy grant to the April 18, 2023 consent agenda for approval. Jack Dove , Committee Chair Jack Walsh, Committee Member Hoang Tran, Committee Member PROPOSED COUNCIL MOTION: "I move approval of the proposed acceptance of the Conservation Futures tax levy grant. " (BELOW TO BE COMPLETED BY CITY CLERK'S OFFICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL # ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED— 1/2022 RESOLUTION # 1 Up Up COUNCIL MEETING DATE: April 18, 2023 CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: DISH WIRELESS L.L.C. SITE LEASE AGREEMENT — LAKOTA PARK ITEM #: POLICY QUESTION: Should the City approve the execution of a site lease agreement with Dish Wireless L.L.C. to allow installation and operation of certain equipment for use in connection with its wireless communications services? COMMITTEE: LUTC MEETING DATE: April 3, 2023 CATEGORY: ® Consent ❑ City Council Business STAFF REPORT BY: Kent van Alstyne ❑ Ordinance ❑ Public Hearing ❑ Resolution ❑ Other ley- DEPT: Law Attachments: 1. Staff Report 2. Proposed Site Lease Agreement Options Considered: 1. Approve the proposed Site Lease Agreement and authorize the Mayor to execute. 2. Do not approve proposed Site Lease Agreement and provide direction to staff. MAYOR'S RECOMMENDATION: Option 1. MAYOR APPROVAL: DIRECTOR APPROVAL: COMMITTEE RECOMMENDATION: I move to forward the proposed Dish Wireless L.L.C. Site Lease Agreement to the April 18, 2023 consent agenda for approval. Committee Chair Committee Member Committee Member PROPOSED COUNCIL MOTION: "I move approval of the proposed Dish Wireless L.L.C. Site Lease Agreement and authorize the Mayor to sign said agreement. " (BELOW TO BE COMPLETED BY CITY CLERK'S OFFICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL # ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED - 4/2019 RESOLUTION # CITY OF CITY HALL 4 33325Fe d e ra I Way Feder l y, WA South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam SITE LEASE AGREEMENT This Site Lease Agreement ("Lease") is made on May 1, 2023 (the "Effective Date") between the City of Federal Way, a Washington municipal corporation ("City"), and DISH Wireless L.L.C., a Colorado limited liability company ("Tenant"). The City and Tenant are located and do business at the below addresses which shall be valid for any notice required under this Agreement: DISH WIRELESS L.L.C.: DISH Wireless L.L.C. CITY OF FEDERAL WAY: Jason Gerwen Attn: Lease Administration/SESEA0004113 33325 8th Ave S. 5701 South Santa Fe Blvd. Federal Way, WA 98003 Littleton, CO 80120 (253) 835-6912 (telephone) (844) 924-4186 Jason. eg rwenkcityoffederalway.com landlordrelations kdish. com City is the owner in fee simple of a parcel of land located in the City legally described on the attached Exhibit A (the "Premises"). Tenant desires to lease ground space ("Ground Space") and air space above the Premises on a light pole ("Light Pole") as described below for the installation and operation of certain equipment which includes requisite antennas, and connecting cables and appurtenances (collectively, "Equipment") for use in connection with its wireless communications services ("Service"). In consideration of their mutual covenants, the parties agree as follows: 1. Leased Premises. City leases to Tenant and Tenant leases from City, on an exclusive basis, a portion of the Premises, including the Ground Space and space on the Light Pole, together with necessary non-exclusive space and rights for access and utilities, as described and depicted in attached Exhibit B. Tenant may locate its Equipment on the Premises in the manner as described specifically in the attached Exhibit B. Tenant may not add Equipment in addition to that shown on Exhibit B other than as may be approved in writing by the City, which approval may be withheld in the City's sole and absolute discretion. 2. Term. This Lease shall be five (5) years and shall commence on the date of execution by the City (the "Commencement Date") and shall end at 12:00 a.m. (midnight) on the fifth (5th) anniversary of the Commencement Date. This Lease maybe renewed for three (3) additional five (5) year terms upon giving written notice to the City no more than six (6) months before and no later than three (3) months before the end of the current five (5) year term. The City may refuse to renew (i) in the event of breach of the Lease during the preceding term, or (ii) any other reason determined by the City in its reasonable discretion. Any such refusal shall be in writing and shall be sent to Site ID - SESEA00041B SITE LEASE AGREEMENT - 1 - 11/2022 C�C CITY OF CITY HALL F� d ra I Way Feder l y, WA South Federal Way, WA 98003-6325 (253) 835-7000 www cityoffederahvay cam Tenant at least sixty (60) days prior to expiration of the then current five (5) year term. 3. Rent. a. Within fifteen (15) days of the Commencement Date and on the first day of each month thereafter, Tenant shall pay to City as rent Three Thousand Five Hundred and 00/100 Dollars ($3,500.00) ("Rent") per month. Rent for any fractional month at the beginning or at the end of the Term or Renewal Term, if any, shall be prorated. Rent shall be payable to the City at 33325 8th Ave S, Federal Way, Washington 98003; Attention: Finance Department. Tenant shall pay the City a late payment fee equal to five percent (5%) of the amount due for any payment not paid when due. Any amounts not paid when due shall also bear interest until paid at the lesser of the rate of two percent (2%) per month or the highest rate permitted by law. b. The Rent shall be increased by four percent (4%) per year throughout the Term of this Lease and Renewal Terms (if any). Each 4% increase shall become effective January 1st of each calendar year starting in 2024. C. Within sixty (60) business days of the Commencement Date, Tenant shall submit to the City a Security Deposit in an amount of Ten Thousand and 00/100 Dollars ($10,000.00), which shall be refunded at the termination of this Lease. In the event Tenant fails to pay Rent or other charges when due, notice and cure periods considered, the City shall deduct such amount from the Security Deposit, and Tenant agrees to immediately refund to the City any such deduction from the Security Deposit. The Security Deposit shall be held by the City without liability for interest. d. Additional Consideration. As additional consideration for this Lease, within sixty (60) business days after the full execution of this Lease, Tenant shall reimburse the City for all of the City's actual, reasonable out of pocket costs and expenses to negotiate and execute this Lease, including attorneys' and consultants' fees, provided that in no event shall such reimbursement amount exceed Five Thousand and No/100 Dollars ($5,000.00); and provided further that, as a condition precedent to Tenant's obligation to reimburse the City herein, City shall provide to Tenant documentation of such costs and expenses. 4. Permitted Use of Premises. a. Tenant shall use that portion of the Premises leased herein for the installation, operation, and maintenance of its Equipment to provide Service. The Equipment and Premises may not be used for the provision of cable television services. Upon installation of Equipment, Tenant shall replace all lamps within City -owned fixtures on the Light Pole, if any. b. Tenant shall, at its expense, comply with all applicable present and future federal, state, and local laws, ordinances, rules and regulations (including laws and ordinances relating to zoning, aesthetics, landscaping, fencing, permits, removal and abandonment, screening, Site ID - SESEA00041B SITE LEASE AGREEMENT - 2 - 11/2022 C�C 41S CITY OF ,s�� Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederahvay cam health, radio frequency emissions, other radiation and safety) in connection with the provision of Service and the use, operation, maintenance, construction and/or installation of Equipment on the Premises. Tenant shall obtain all required governmental approvals, authorizations, licenses and permits at Tenant's expense. City agrees to reasonably cooperate with Tenant in obtaining, at Tenant's expense, including reimbursement of City's reasonable attorney, administrative and other related fees, any licenses and permits required by Tenant's use of the Premises. Said cooperation shall in no way infer any special consideration or deviation from the land use and building construction permit approval process of the City that is applicable to the intended use of the Premises by Tenant. If, following the Commencement Date, and through no fault of Tenant, any Governmental Approval issued to Tenant is canceled, expires, lapses or is otherwise withdrawn or terminated by the applicable governmental authority, then Tenant shall have the right in its sole and absolute discretion to terminate this Lease upon ninety (90) days' written notice to the City without penalty or further obligation. C. Tenant shall remove the Equipment from the Premises within ninety (90) days after termination of the Lease ("Equipment Removal Period"). Upon removal of the Equipment, Tenant shall restore the Premises to a condition substantially similar to its original condition, as reasonably determined by the City. All costs and expenses for the removal and restoration to be performed by Tenant shall be borne by Tenant. If however, Tenant requests permission not to remove all or a portion of the improvements, and City consents to such non -removal, title to the affected improvements shall thereupon transfer to City and the same thereafter shall be the sole and entire property of City, and Tenant shall be relieved of its duty to otherwise remove same. d. The City reserves the right to use the property for such purposes as it shall desire including, but not limited to, constructing or installing structures and facilities on the property, or developing, improving, repairing or altering the property. 5. Relocation. In the event City desires to redevelop, modify, remodel or in any way alter the Property and/or any improvements located thereon ("Redevelopment"), City shall in good faith use its best efforts to fully accommodate Tenant's continuing use of the Premises. Should any proposed Redevelopment necessitate the relocation of the Tenant's Equipment, Tenant and City shall use best efforts to find a mutually acceptable alternate location for the Tenant's Equipment. Tenant shall relocate or make the necessary alterations, at Tenant's sole cost, expense and risk; provided, however, that City has provided Tenant with no less than ninety (90) days prior written notice of City's proposed Redevelopment. In the event that Tenant and City cannot agree on an alternate location for Tenant's Equipment on the Property using best efforts, either party may terminate this Lease, the effective termination date being ninety (90) days after Tenant's receipt of City's notice of the proposed Redevelopment. If the parties agree on an acceptable alternate location for Tenant's Equipment, Tenant and City agree to use their best efforts to amend this Lease to document the new, alternate Equipment location, and from and after the date Tenant begins installation of its Equipment at such new location, such new location shall be deemed the Premises (or part thereof, as applicable) herein. Site ID - SESEA00041B SITE LEASE AGREEMENT - 3 - 11/2022 C�C ..� Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam 6. Restoration. In the event that Tenant causes damage of any kind during the course of installing, operating or maintaining the Equipment, including damage to the Premises caused by Tenant due to its cutting, boring, jack hammering, excavation or other work, and including latent damage not immediately apparent at the time of the work, Tenant shall repair the damage and/or restore the right-of-way at its sole cost and expense, without delay or interruption and within the reasonable time period prescribed by the City. Restoration of the premises shall be to a condition, which is equivalent to or better than the condition of the premises prior to commencing the installation, operation or maintenance of the Equipment as determined reasonably satisfactory to the City. Restoration of the right-of-way surface shall either include six inches (6") of crushed surfacing top course and three inches (3 ") of asphalt, class "AB", or be replaced to the original condition, at the City's sole discretion. Whenever part of a square or slab or existing concrete sidewalk or driveway is cut or damaged, the entire square or slab shall be removed and replaced. All materials and compacting shall be in accordance with the "Standards and Specifications for Road, Bridge, and Municipal Construction," as amended. 7. Improvements. Tenant may update or replace the Equipment from time to time provided that the replacement facilities are not greater in number or size or different in type, color, shape, or height than the existing facilities and that any change in their location on the Premises is approved in writing by City. Subject to the foregoing, Tenant may change the Equipment configuration specified in attached Exhibit B with the prior written approval of City. Tenant shall submit to City a written request for any such change and any supplemental materials as may be requested, for City's evaluation and approval. City shall have thirty (30) days after receipt of all requested materials in which to respond to such request and unless City so notifies Tenant to the contrary such approval shall be deemed granted. Except as may be required by FAA or FCC requirements or other applicable laws, no lights or signs may be installed on the Premises or as part of the Equipment. Tenant further agrees to monitor the Equipment for fire, smoke, intrusion, and A/C power failure by Tenant's 24-hour electronic surveillance system. In connection therewith, Tenant has the right to do all work necessary to prepare and maintain the Premises for Tenant's business operations and to install transmission lines connecting the antennas to the transmitters and receivers, after reasonable notice to the City. All of Tenant's construction and installation work shall be performed at Tenant's sole cost and expense and in a good and workmanlike manner, in the reasonable determination of the City. Tenant shall also submit a construction schedule to the City for the City's approval, which approval shall not be unreasonably delayed, conditioned or withheld. 8. Premises Access. Tenant shall have reasonable access to the Premises 24-hours-a-day, 7-days-a-week. City retains and reserves the right to access the Premises at all times. 9. Utilities. Tenant shall, at its expense, separately meter charges for the consumption of electricity and other utilities associated with its use of the Premises and shall timely pay all costs associated therewith. City agrees that providers of utility or fiber services may use easement(s) Site ID - SESEA00041B SITE LEASE AGREEMENT - 4 - 11/2022 C�C CITY OF CITY HALL Federal Way Feder l y, WA South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam granted herein and/or available conduit(s) for the installation of any equipment necessary to provide utility or fiber service. If the existing utility or fiber sources located on the Premises are insufficient for Tenant's Service, City agrees to grant Tenant and/or the applicable third -party utility or fiber provider the right, at Tenant's sole cost and expense, to install such utilities or fiber on, over and/or under the Premises as is necessary for Tenant's Permitted Use; provided that the City and Tenant shall mutually agree on the location of such installation(s). 10. Maintenance. Tenant shall, at its own expense, maintain the Equipment on or attached to the Premises in a safe condition, in good repair. Additionally, Tenant shall keep the Premises free of debris, graffiti and anything of a dangerous, noxious or offensive nature or which would create a hazard or undue vibration, heat, noise or any interference with City services. Tenant shall have sole responsibility for the maintenance, repair, and security of its Equipment and leasehold improvements, and shall keep the same in good repair and condition during the Lease term. 11. Compliance with Laws. Tenant's use of the Premises is subject to its obtaining all certificates, permits, zoning, and other approvals that may be required by any federal, state or local authority. Tenant shall erect, maintain and operate its Equipment in accordance with applicable site standards, statutes, ordinances, rules and regulations now or hereinafter in effect as may be issued by the Federal Communications Commission, the City, or any other federal, state or other governing bodies. Tenant specifically waives any right to claim that any aspect of this Lease is contrary to any provision of any local, state or federal law (including the Telecommunications Act of 1996) in effect as of the date of this Lease. In addition, Tenant specifically acknowledges that all or a portion of the Premises is right-of-way subject to City's regulatory authority. Nothing herein shall be deemed to limit, impair or affect City's authority to franchise or otherwise permit usage of rights -of -way pursuant to its regulatory authority. 12. Lease Subject to Future Ordinances. Tenant acknowledges that the City may develop rules, regulations, ordinances and specifications for the use of the right-of-way and City property which shall govern Tenant's Equipment and activities hereunder as if they were in effect at the time this Lease was executed by the City and Tenant covenants and agrees to be bound by same. 13. Interference. Tenant shall not use the Premises in any way, which interferes with the use of the Premises by City, lessees, licensees, or other entities authorized by the City with rights to the Premises prior in time to the full execution of this Lease and in compliance with the requirements of FWRC 19.256.190 as it now exists or is hereafter amended. City shall have the right pursuant to FWRC 19.256.190 to grant rights for co -location of other telecommunications facilities on the Premises. In addition, with regard to lessees or licensees whose operations commence after installation of the Equipment hereunder, Tenant shall not make any change in its operations that causes or is intended to cause material interference with such lessees or licensees. All operations by Tenant shall be in compliance with all FCC requirements. Site ID - SESEA00041B SITE LEASE AGREEMENT - 5 - 11/2022 C�C CITY OF CITY HALL SouthFedaraI Way Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam 14. Termination. a. Except as otherwise provided herein, this Lease may be terminated, without penalty to City or further liability of City, as follows: i. Upon thirty (30) days written notice by either party for failure to cure a default or breach, including non-payment of amounts due under this Lease, within that thirty (30) day period; or such longer period as may be required to diligently complete a cure commenced within the thirty (30) day period; ii. Upon ninety (90) days written notice by Tenant that the Premises are or become unusable under Tenant's design or engineering specifications for its Equipment or the communications system to which the Equipment belongs; iii. Upon thirty (30) days written notice by City if Tenant abandons, vacates or ceases using the Premises or Equipment; or if Tenant becomes the subject of a bankruptcy proceeding and the bankruptcy proceeding is not vacated within 120 days; iv. Upon thirty (30) days' notice written notice by City, for any reason as determined by the City in its reasonable discretion, including reasons involving public health, safety or welfare; v. Upon ten (10) days' written notice by City, in the event of an emergency, as determined by the City in its reasonable discretion. vi. Upon thirty (30) days written notice by City if Tenant fails to comply with all applicable federal, state, and local laws, including, without limitation, all governmental codes, ordinances, resolutions, standards and polices as now existing or hereafter adopted or amended, including, without limitation, all requirements of the FCC and the Federal Aviation Administration (FAA) after applicable notice and cure periods required herein. vii. Upon thirty (30) days written notice by Tenant of a court decision described in Section 25(g) of this Lease below, and Tenant elects to terminate this Lease as a consequence of such court decision. viii. For any other termination right set forth in this Lease. ix. Upon thirty (30) days written notice by Tenant if there is a change in applicable law which prohibit or adversely affect Tenant's ability to operate Tenant's Equipment at the Premise or the City or a third party installs any structure, equipment, or other item which blocks, hinders, limits, or prevents Tenant from being able to use the Site ID - SESEA00041B SITE LEASE AGREEMENT - 6 - 11/2022 C�C CITY OF CITY HALL 4 33325Fe d e ra I Way Feder l y, WA South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam Tenant's Equipment for Tenant's Services. b. In the event of any termination under this Section, Tenant shall pay City all monies due up to the date of termination as rent and/or penalties. In addition, Tenant shall, at its sole expense, return the Premises to the same condition as prior to this Lease (normal wear and tear excepted), and shall remove all Equipment. C. No re-entry and taking of possession of the Premises by City shall be construed as an election on City's part to terminate this Lease, regardless of the extent of renovations and alterations by City, unless a written notice of such intention is given to Tenant by City. 15. Indemnity and Insurance. a. Disclaimer of Liability: City shall not, at any time, be liable for injury or damage occurring to any person or property from any cause whatsoever arising out of Tenant's construction, installation, maintenance, repair, use, operation, condition or dismantling of the Premises or Tenant's Equipment and Tenant expressly assumes all such risk. b. Indemnification and Hold Harmless: Tenant shall, at its sole cost and expense, indemnify and hold harmless City and its officers, boards, commissions, employees, agents, attorneys, and contractors from and against any and all liability, damages, and claims, (including, without limitation, reasonable fees and expenses of attorneys, expert witnesses and consultants), which may be asserted by reason of any act or omission of Tenant, its employees, agents, or contractors or which may be in any way connected with the construction, installation, operation, maintenance, repair, use, condition or dismantling of the Premises or Tenant's Equipment except for claims arising from the sole negligence of City and its officers, boards, commissions, employees, agents, attorneys and contractors. C. Insurance: During the term of this Lease, Tenant shall maintain in full force and effect and at its sole cost and expense, and naming City, its officers, boards, commissions, employees and agents as additional insureds, the following types and limits of insurance: i. Commercial general liability insurance with minimum limits of Two Million Dollars ($2,000,000) per occurrence and Five Million Dollars ($5,000,000) in the annual aggregate. ii. Commercial automobile liability insurance with combined single minimum limits of Two Million Dollars ($2,000,000) per occurrence and Five Million Dollars ($5,000,000) in the annual aggregate. ill. Worker's compensation insurance and such other insurance as may be required by law. Site ID - SESEA00041B SITE LEASE AGREEMENT - 7 - 11/2022 C�C CITY OF CITY HALL SouthFederaI Way Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederahvay cam d. Evidence of Insurance: Certificates of insurance for each insurance policy required by this Lease shall be filed and maintained with City prior to commencement of the term of this Lease and thereafter upon request from the City. e. Cancellation of Policies of Insurance: All insurance policies maintained pursuant to this Lease shall contain the following or substantially similar endorsement: "At least thirty (30) days prior written notice shall be given to City by the insurer of any intention not to renew such policy or to cancel (or ten (10) days for non-payment)." f. Deductibles: All insurance policies may be written with commercially reasonable deductibles. g. License: All insurance policies shall be with insurers licensed to do business in the State of Washington and with a rating of A -IV unless waived by the City. h. Defense of City: In the event any action or proceeding shall be brought against the City resulting from Tenant's operations hereunder, Tenant shall, at Tenant's sole cost and expense, resist and defend the same provided, however, that Tenant shall not admit liability in any such matter on behalf of the City without the written consent of City. Nothing herein shall be deemed to prevent City from cooperating with Tenant and participating in the defense of any litigation with City's own counsel. Tenant shall pay all expenses incurred by City in response to any such actions, suits or proceedings. These expenses shall include all out-of-pocket expenses such as attorney fees and shall also include the reasonable value of any services rendered by the City's attorney, and the actual expenses of City's agents, employees, consultants and expert witnesses, and disbursements and liabilities assumed by City in connection with such suits, actions or proceedings. 16. Holding Over. Any holding over after the Equipment Removal Period (as defined above), without the consent of the City, shall be construed to be a tenancy from month to month and shall otherwise be on the terms, covenants and conditions herein specified. 17. Acceptance of Premises. Tenant accepts the Premises in the condition existing as of the Commencement Date. Except as set forth herein, City makes no representation or warranty with respect to the condition of the Premises and City shall not be liable for any latent or patent defect in the Premises. 18. Subleasing or Assignment. _ Tenant may not assign this Lease or sublet the Premises or Equipment, in whole or in part, without the prior written consent of City, which may not be unreasonably withheld, conditioned or delayed. If the City has not responded to a request to assign or sublet with a decision within forty-five (45) days, City approval shall be deemed given. Tenant Site ID - SESEA00041B SITE LEASE AGREEMENT - 8 - 11/2022 C�C CITY OF CITY HALL F d raI IUay Feder l y, WA South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam may, however, upon notice to City and without City approval, mortgage or grant a security interest in this Lease and the Equipment. Notwithstanding the foregoing, Tenant may assign or transfer some or all of its rights and/or obligations under the Lease to: (i) an affiliate; (ii) a successor entity to its business, whether by merger, consolidation, reorganization, or by sale of all or substantially all of its assets or stock; (iii) any entity in which Tenant or its affiliates have any direct or indirect equity investment; and/or (iv) any other entity directly or indirectly controlling, controlled by or under common control with any of the foregoing, and in each case, such assignment, transfer or other such transaction shall not be considered an assignment under this Section 18 requiring consent and City shall have no right to delay, alter or impede such assignment or transfer. 19. Successors and Assigns. Subject to Section 18, this Lease shall be binding upon and inure to the benefit of the parties, and their respective permitted successors and assigns. 20. Non -Waiver. Failure of City to insist on strict performance of any of the conditions, covenants, terms or provisions of this Lease or to exercise any of its rights hereunder shall not waive such rights, but City shall have the right to specifically enforce such rights at any time and take such action as might be lawful or authorized, either in law or equity. Damages are not an adequate remedy for breach. The receipt of any sum paid by Tenant to City after a breach of this Lease shall not be deemed a waiver of such breach unless expressly set forth in writing by the City. 21. Taxes. Tenant shall pay all personal property taxes (or payments in lieu of taxes) and assessments for the Premises, if any, which become due and payable during the term of this Lease attributable to the Equipment or Tenant's use of the Premises. 22. Quiet Enjoyment, Title and Authority. City represents to Tenant, that: a. City has authority to execute this Lease; b. City has title to the Premises free and clear of any encumbrances, liens or mortgages, except those encumbrances, liens and mortgages and matters of record, and these and any other matters disclosed and/or otherwise apparent to Tenant; C. There is legal ingress and egress to the Premises from a right-of-way; d. Execution and performance of this Lease will not violate any laws or agreements binding on City; e. City covenants and agrees with Tenant that upon Tenant paying the Rent and observing and performing all the terms, covenants and conditions on Tenant's part to be observed and performed, Tenant may peacefully and quietly enjoy the Premises; and f. As of the date of the City's execution of this Lease, the Light Pole and the Site ID - SESEA00041B SITE LEASE AGREEMENT - 9 - 11/2022 C�C CITY OF CITY HALL Federal Way Feder l Way, South Federal Way, WA 98003-6325 (253) 835-7000 www cityoffederalway coin Premises are in good repair, and the City will comply with all federal, state, and local laws in connections with any substances brought onto the Premises that are identified as toxic or hazardous by any applicable law, ordinance or regulation ("Hazardous Substance"). 23. Condemnation. In the event the Premises are taken in whole or in part by any entity by eminent domain, this Lease shall terminate as of the date title to the Premises vests in the condemning authority. Tenant shall not be entitled to any portion of the award paid and the City shall receive the full amount of such award. Tenant hereby expressly waives any right or claim to any portion thereof. However, Tenant shall have the right to claim and recover from the condemning authority, other than the City, such other compensation as may be separately awarded or recoverable by Tenant. If this Lease terminates due to condemnation, Tenant shall promptly remove all of its Equipment from the Premises. 24. Alteration, Damage or Destruction. If the Premises or any portion thereof is altered, destroyed or damaged so as to materially hinder effective use of the Equipment through no fault or negligence of Tenant, Tenant may elect to terminate this Lease upon thirty (30) days written notice to City. In such event, Tenant shall promptly remove the Equipment from the Premises and shall restore the Premises to the same condition as existed prior to this Lease (normal wear and tear and casualty excepted). This Lease (and Tenant's obligation to pay Rent) shall terminate upon Tenant's fulfillment of the obligations set forth in the preceding sentence and its other obligations hereunder, at which termination Tenant shall be entitled to the reimbursement of any Rent prepaid by Tenant. City shall have no obligation to repair any damage to any portion of the Premises. 25. Miscellaneous. a. City and Tenant respectively represent that their signatory is duly authorized and has full right, power, and authority to execute this Lease. b. With the exception of applicable and future laws, ordinances, rules, and regulations, this Lease constitutes the entire agreement and understanding of the parties and supersedes all offers, negotiations, and other agreements of any kind. Except as previously set forth, there are no representations or understandings of any kind not set forth herein. Any modification of or amendment to this Lease must be in writing and executed by both parties. C. This Lease shall be construed in accordance with the laws of the State of Washington. d. Section captions and headings are intended solely to facilitate the reading thereof. Such captions and headings shall not affect the meaning or interpretation of the text herein. e. If the methods of taxation in effect at the Commencement Date of the Lease are altered so that in lieu of or as a substitute for or in addition to any portion of the property taxes Site ID - SESEA00041B SITE LEASE AGREEMENT - 10 - 11/2022 C�C CITY OF CITY HALL Federal 1 Way Feder l y, WA South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam and special assessments, if any, now imposed on Equipment, there is imposed a tax upon or against the rentals payable by Tenant to City, Tenant shall also pay those amounts. f. Tenant shall be responsible for obtaining all necessary approvals, authorizations and agreements from any party or entity and it is acknowledged and agreed that the City is making no representation, warranty or covenant whether any of the foregoing approvals, authorizations or agreements are required or have been obtained by Tenant from any person or entity. g. If any term of this Lease is found to be void or invalid, such invalidity shall not affect the remaining terms of this Lease, which shall continue in full force and effect. In the event that a court of competent jurisdiction determines void or invalid any term of any other Lease, where such term is substantially equivalent to a term of this Lease, the City may, at its sole option and within 30 days of notice thereof by Tenant: (i) determine that such judicial determination shall not affect the terms of this Lease, which shall continue in full force and effect; (ii) determine that a term of this Lease is invalid, but severable, and that such invalidity shall not affect the remaining terms of this Lease, which shall continue in full force and effect; or (iii) terminate this Lease pursuant to Section 14. vii above. h. This Lease may be enforced at both law and equity. Damages are not an adequate remedy for breach. Each party shall, with respect to its actions and/or inactions pursuant to and in connection with this Lease, comply with all applicable statutes, laws, rules, ordinances, codes and governmental or quasi -governmental orders or regulations (in each case, whether federal, state, local or otherwise) and all amendments thereto, now enacted or hereafter promulgated and in force during the term of this Lease, a Renewal Term or any extension of either of the foregoing. DATED the effective date set forth above. [signatures to follow] Site ID - SESEA00041B SITE LEASE AGREEMENT - I I - 11/2022 C�C ..� Federal Way ATTEST: Stephanie Courtney, CMC, City Clerk STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam CITY OF FEDERAL WAY Jim Ferrell, Mayor APPROVED AS TO FORM: J. Ryan Call, City Attorney On this day personally appeared before me , to me known to be the of the City of Federal WaX that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument and that the seal affixed, if any, is the corporate seal of said corporation. GIVEN my hand and official seal this day of Notary's signature Notary's printed name Notary Public in and Washington. My commission expires_ TENANT: DISH Wireless L.L.C. By: Printed Name: Title: DATE: 2023. for the State of Site ID - SESEA00041B SITE LEASE AGREEMENT - 12 - 11/2022 C�C CITY OF �. Federal STATE OF COUNTY OF ) ss. CITY HALL �� 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam On this day personally appeared before me to me known to be the of DISH Wireless L.L.C. that executed the foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of said limited liability company, for the uses and purposes therein mentioned, and on oath stated that he/she was authorized to execute said instrument. GIVEN my hand and official seal this day of , 2023. Notary's signature Notary's printed name Notary Public in and for the State of My commission expires Site ID - SESEA00041B SITE LEASE AGREEMENT - 13 - 11/2022 C�C CITY OF CITY HALL �.- Fe d e ra I Way Feder l y, WA South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam EXHIBIT A LEGAL DESCRIPTION OF PREMISES PORTION OF NORTHEAST QUARTER OF SOUTHEAST QUARTER, SECTION 12, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., LYING SOUTHEASTERLY OF THE ROBERT MALTBY ROAD (ALSO KNOWN AS SOUTHWEST DASH POINT ROAD) AND ALSO PORTION OF SAID SUBDIVISION LYING NORTHEASTERLY OF COUNTY ROAD NO.980 (ALSO KNOWN AS 21 ST AVENUE SOUTHWEST) AND NORTHWESTERLY OF ROBERT MALTBY ROAD; LESS AND EXCEPT THE PROPERTY CONVEYED IN THE DEEDS IN INSTRUMENT NO. 2010210000907 AND 20160620000489. Site ID - SESEA00041B SITE LEASE AGREEMENT - 14 - 11/2022 C�C Federal Way CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam EXHIBIT B SITE LOCATION WITHIN THE PREMISES, SITE PLAN, AND EQUIPMENT effl 00, EHISTI ] c�ASS AREA 1316'— k —.ate--�� Site ID - SESEA00041B SITE LEASE AGREEMENT - 15 - 11/2022 C�C ld�k Federal Way 1\ \ CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www cityofiederalway cam RRaPasED D� wrelAr LLD. � slxwD. D� m unuzE FMISING FNIIlY PgIP EXIVI e IV DiE CARRIER ° CA_ _0_ PROPOSED DISH WMNev LLC. UNDERGRDUN1 (!) 12'—D' V. LDNRUIM FIXt LSRLE R—W ` o o P \ Q w \ \ PROPOSED DISH Wink.. LLC. O II S.— �' DDU— SW1ND V-1" WOODEN GlE �' s'—c• u'—r 1 MDSCAPE aurrd icAec AREA / t / 8 \ tQr_5\� Exlsrluc Diu ER \ � � 1v�r CARRIER COMPDUND F PRDPDSED q5H Winfleff LLC. 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MP.O�ELE ROLM O INSQE FGLE D!I37114G MON)POLE LRILI2E EXISTING I EKIST1hG E rM' PORT E41TdY PCRT U9STFTG MONOPOLE EXIST1hG OTHER CARRIER PROPDRED E>I94 Yl -k— CMLE SHROUD LL.C_ CPfiLE SHMM HOTTON EL 9 T4CL 8' 4' 0 8' ia' PROPOSED NORTH ELEVATION Site ID - SESEA00041B SITE LEASE AGREEMENT - 17 - 11/2022 0Cc COUNCIL MEETING DATE: NIA CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: 376T" ROAD STUDY FINDINGS POLICY QUESTION: N/A — Info only. COMMITTEE: Land Use and Transportation Committee ITEM #: MEETING DATE: April 3, 2023 CATEGORY: ❑ Consent ❑ Ordinance ❑ Public Hearing ❑ City Council Business ❑ Resolution ® Other STAFF REPORT BY: Rick Perez, P.E., City Traffic Engineer r DEPT: Public Works Attachments: 1. Staff Report 2. Technical Memorandum Options Considered: 1. N/A - Info On MAYOR'S RECOMMENDATION: N/A — Info on MAYOR APPROVAL .3 DIRECTOR APPROVAL: C mmille CPu it InitiaMate I lialil)a lnitiallt7ale COMMITTEE RECOMMENDATION: N/A —Info only. Jack Dovey, Committee Chair Jack Walsh, Committee Member Hoang Tran, Committee Member PROPOSED COUNCIL MOTION: N/A — Info only. (BELOW TO BE COMPLETED BY CITY CLERK'S OFFICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL# ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED— 11/2019 RESOLUTION # CITY OF FEDERAL WAY MEMORANDUM DATE: April 3, 2023 TO: Land Use & Transportation Committee VIA: Jim Ferrell, Mayor / FROM: EJ Walsh, P.E., Public Works Directotzr Rick Perez, P.E., City Traffic Engineer SUBJECT: 376' Road Study Findings Financial Impacts: None. BackEround Information: Regency Woods Division 1 subdivision was approved by King County in 1993 and incorporated a stub street on its west property line, S 376' Street, which was planned for future extension to connect to Milton Road S. This planned extension appeared in the City's Comprehensive Plans since incorporation. Both Regency Woods and the Milton Road rezone areas were annexed to the City in 2005. As with much of the City developed under King County codes and standards, Regency Woods' street network has several elements not in conformance with City code: higher design speeds on collector streets, more parcels accessed from a single access point, and no block perimeter requirements for both motorized and non -motorized networks being the most pertinent to this topic. In the process of reviewing the Milton Road legislative rezone starting in 2018 for the area bounded by I- 5, Regency Woods Divisions 1 and 2 subdivisions, and S 376' Street, several residents in the vicinity of the rezone expressed concerns regarding this planned street connection, namely: • Increased cut -through traffic and speeding, particularly trucks, and resultant safety issues, especially in front of the community park area on S 376' Street near 17' Place S. • Increased crime due to increased access to the neighborhood. In approving the rezone, City Council requested an analysis to determine the feasibility of eliminating the planned completion of S 376" Street between Milton Road S and 17' Place S from the Comprehensive Plan. City staff commissioned The Transpo Group to perform this analysis (see Exhibit A), which evaluated roadway characteristics, traffic volumes, vehicle classifications (sizes), vehicle speeds, collision history, and intersection operations at all intersections of collectors and arterials serving the neighborhood, including future conditions with and without the proposed extension. Conclusions of the analysis include the following: l . The forecast increase in traffic volume by 2040 during the evening peak hour is 150 vehicles per hour on S 376' Street. However, the increase on 19' Way S north of S 369' Street is 60 vehicles per hour. This suggests that 90 trips are not "cut -through" and are from drivers within the neighborhood that would change where they enter and leave the neighborhood due to the Rev 6/2019 April 3, 2023 Land Use and Transportation Committee 376' Road Study Findings Page 2 extension of S 376' Street. (Note that daily traffic volumes can be estimated by multiplying evening peak hour volumes by 10.) 2. Less than 1% of the vehicles using neighborhood streets double -unit trucks or larger. This percentage is expected to decrease with the Lloyd Pit being redeveloped to provide warehouse and light industrial uses primarily serving the Port of Tacoma, redirecting an estimated 2/3's of existing and proposed truck traffic through Milton rather than Federal Way. 3. Over 15% of vehicles on 19' Way S and S 3761 Street exceed the existing speed limit. Speed management techniques could mitigate this with or without the extension. 4. Reported collisions within the study area are relatively low. No fatalities or pedestrians and bicyclists collisions have occurred in 2017-2021. With or without the extension, the intersection of Milton Road S and S 376"' Street will require improvement to avoid a level of service failure by 2040. This could be addressed with the construction of a mini roundabout at this location. All other study area intersections are forecast to meet the City's LOS standards. 6. Emergency response times are expected to be improved by 12 seconds (5%) with the extension, although the benefits accrue to areas west of the extension. However, it would also provide a second access if the fastest response route were obstructed. 7. Motorized vehicle and non -motorized travel times would be reduced by 60% between the new and older neighborhoods. The analysis also notes that the Preliminary Site Plan for the Alder Village Subdivision incorporates features that provide the benefits of the roadway connection, but incorporates a narrow segment of street that would make the through route less obvious, reduce speeds and (likely) traffic volumes especially in front of the community park area, deter large trucks, and minimize intrusion into wetland buffer areas when compared to a direct connection between segments of S 376' Street. In making this street connection, the extent of the existing deficiencies would be reduced as shown in the following table, thus improving neighborhood connectivity and provision of alternate routes for emergency response. Parameter Code Requirement Without Extension V With Extension Block Perimeter 0.5 mile 5.1 miles 1.2 miles Cul-de-sac length 600 feet 1360 feet 890 feet Maximum homes on single access point 25 43 22 transpogroup WHAT TRANSPORTATION CAN BE. TECHINICAL MEMORANDUM Date: February 22, 2023 TG: 1.18389.11 To: Rick Perez, PE — City of Federal Way Sarady Long, PE — City of Federal Way From: Jon Pascal, PE — Transpo Group Binebeb Terefe — Transpo Group Francesca Liburdy, PE — Transpo Group Subject: S 376th Street Roadway Extension Transportation Analysis The City of Federal Way Comprehensive Plan identifies a future connection of S 376th Street between Milton Road S and 19th Way S along the southern city border with the City of Milton. The S 376th Street roadway is an important neighborhood roadway that serves Federal Way as an east -west connection between State Route (SR) 161 (Enchanted Parkway S) to the east with an eventual connection to 5th Avenue/Milton Road to the west. The purpose of this transportation analysis is to perform a safety and traffic analysis evaluation and connectivity assessment of the possible impacts and benefits of the proposed S 376th Street roadway extension between Milton Road S and 19th Way S. The study evaluates the existing traffic and roadway conditions in the vicinity of the S 376th Street roadway extension. Characteristics of the roadway geometry and operations, including traffic volumes, vehicle speeds, vehicle classifications, collision history, and intersection operations were evaluated. Future forecast (2040) conditions were evaluated with and without the roadway extension, to compare results and identify potential impacts or benefits. Finally, a network analysis was performed to evaluate emergency response times and connectivity measures with and without the roadway extension. Study Area and Approach The study area includes the surrounding area of S 376th Street with Milton Road S to the west and SR 161 (Enchanted Parkway S) to the east within the City of Federal Way, as shown in Figure 1. The evaluation of the study area includes an assessment of roadway characteristics, traffic volumes, vehicle classifications, vehicle speeds, collision history, and intersection operations within the study area. The intersection operations were evaluated at six key intersections along the corridor in consultation with City transportation staff. 1. SR 161/Enchanted Parkway S / Milton Road S 2. SR 161/Enchanted Parkway S / 19th Way S 3. 19th Way S / S 369th Street 4. Milton Road S / S 369th Street 5. Milton Road S / S 376th Street 6. 19th Way S / S 375th Street The corridor study has been organized as follows: • Existing Traffic Conditions • Future Traffic Conditions with and without the Roadway Extension • Network Analysis • Key Findings 12131 113th Avenue NE, Suite 203, Kirkland, WA 98034 1 425.821.3665 1 franspogroup.com LEGEND OStudy Intersection S 376th Street — Roadway Extension Figure 1 Study Area Existing Traffic Conditions Roadway Facilities Milton Road S/5th Avenue is a two- to three -lane north -south roadway with a posted speed limit of 30 miles per hour (mph), including one through lane each in the northbound and southbound directions as well as a two-way center left -turn lane that becomes a dedicated left -turn lane at signalized intersections within the study area. Milton Road S is classified as a Principal Collector by the City of Federal Way, based on Map III-3 in the 2015 City of Federal Way Comprehensive Plan. A sidewalk is available on the east side of the road, north of S 369th Street. No sidewalks are provided south of S 369th Street. No bicycle facilities or on -street parking are available. S 376th Street/19th Way S is a two-lane east -west roadway with a posted speed limit of 25 mph with a dedicated left turn lane at the intersection with Enchanted Parkway. The roadway is classified as a Minor Collector by the City. Sidewalks are provided on both sides of the roadway; however, no designated bicycle facilities are provided. On -street parking is available. o SR 161/Enchanted Parkway is a five -lane north -south roadway with a posted speed limit of 45 mph. SR 161 is classified as a Principal Arterial by the City of Federal Way and includes dedicated left turn lanes at its signalized intersections with Milton Road S and 19th Way S within the study area. No sidewalks, bicycle facilities, or on -street parking are provided. S 369th Street is a two-lane east -west roadway with a posted speed limit of 25 mph that provides a neighborhood roadway connection between 19th Way S and Milton Road S. S 369th Street is classified as a Minor Collector by the City of Federal Way. Sidewalks are provided on both sides of the roadway; however, no bicycle facilities are provided. On -street parking is available. Non -Motorized Facilities Pedestrian facilities are provided on one or both sides of study area roadways, with the exception of Enchanted Parkway south of Milton Road S and Milton Road S south of 369th Street. While no continuous sidewalks are available along Enchanted Parkway within the study area, marked crosswalks are provided at signalized intersections with Milton Road S and 19th Way S. Future continuous sidewalks will be built south of S 376th Street along 5th Avenue as part of the ongoing Bridge Point Development in the City of Milton. Existing Traffic Volumes Daily vehicle volumes were collected using tube counts at 3 locations for one week during March 2022. Data was collected between Wednesday, March 2, and Tuesday, March 8, 2022. Data gathered from the tube counts include traffic speeds, traffic volumes, and vehicle classifications. Hourly volumes, vehicle classifications, and speed data were collected at all 3 locations. Detailed summaries of all data collected are provided in Attachment A. Table 1 shows the average daily traffic (ADT) within the study area. Table 1. Midweek Average Daily Traffic Volumes (2022) Location Direction ADT' S 376th Street EB 40 Southwest of 18th Place S WB 60 19th Way S NB 440 North of Block 37200 SB 480 S 376th Street EB 60 East of 5th Avenue WB 60 1. Average Daily Traffic As shown in Table 1, ADT within the study area is generally low along the neighborhood streets, ranging from approximately 60 to 480 vehicles in each direction. Figures 2, 3, and 4 summarize average hourly midweek volumes by direction at three locations within the study area. Midweek Average Hourly Directional Vehicle Volumes 60 50 40 30 20 10 0 Per Per Per Per Per Per Per Per Per Per Per Fer Qer Qer Qer Qer Qer Qer Qer Qer Qer Qer Qer Qer O° o° o° o° o° o° o° o° y' E'' 1. " -EB VP Figure 2 March 2022 Directional Hourly Volumes, S 376th St Southwest of 18th PI S Midweek Average Hourly Directional Vehicle Volumes 44 30 20 10 0 P� P� P� Per Pei P� �� �� P� Per Per P� Q� Qer Q� Qer Qer Qe� Qe� 4� Qe� Qer Qer Qer O° §I 61 O° 00 O° •O° O° .O° .00 00 .00 00 §I O° O° O° 00 O°CO. O° •O° O° 00 00 f�►1 )�9:j Figure 3 March 2022 Directional Hourly Volumes, 19th Way S North of Block 37200 n Midweek Average Hourly Directional Vehicle Volumes 60 50 40 30 20 10 0 P� P� P� P� 1�1Pz Pz P� F Q Pz P� Pe Q� q Q� Q� Q� Q� Q� Q� Q� R Q� Q� °° .°° .°° °° .°° °° .°° °° 61 o° o° °° °° o° §I .°° .°° °° o° °° .°° o° °° °° Figure 4 March 2022 Directional Hourly Volumes, S 376th St East of 5th Ave As shown in Figures 2, 3, and 4, volumes are low and remain generally constant throughout the day at both locations on S 376th Street. Along 19th Way S, hourly volumes vary directionally, with northbound volumes peaking during the AM peak period, and southbound volumes peaking during the PM peak period. Weekday PM peak hour turning movement volumes were developed for the existing conditions analysis with counts collected in August 2018 and March 2022. The City of Federal Way collected weekday PM peak hour turning movement counts at four of the six study intersections in August 2018: SR 161/Enchanted Parkway/Milton Road S, SR 161/Enchanted Parkway/19th Way S, Milton Road S/S 369th Street, and Milton Road S/S 375th Street. To develop the existing 2022 conditions turning movement volumes, a 2 percent annual background growth rate was applied from 2018 to 2022. The City's counts were not available at the 19th Way S/S 369th Street and 19th Way S/S 375th Street study intersections. March 2022 weekday PM peak hour counts were collected at these locations as the basis for the existing conditions analysis. A summary of existing peak hour turning movement volumes at the study intersections is included on Figure 5. 5 I 1 1 I ~AiL I 161 - i 1 I I i Existing PM Peak Hour Volumes I - SR 1BVEnehanWd Pkwy S Mihan Rd S SR 1&1fEnehan[ed Pkwy S 1 w Way S S 372ND ST . — 1,Lfi5 1,285 r � .485 155 86 50 � �1d5 25 iiI 715 B80 — S 376TH ST {� 1 n lAwaSt �j 5 MW 55 45 15 1 80 1p (--k2p2p 585 25 5-4. (`�5 _ 5� 5� a 40 35 MIMun Rd S SMths1 191h Way 5 Sr5thSi LEGEND 495 Study Intersection 11p L 20 I 0 x Weekday PM Peak 3p k10 Hour Traffic Volumes 5 t �0 k20 85 Figure 5 Existing Weekday PM Peak Hour Turning Movement Volumes COVID Considerations A comparison of weekday PM peak hour turning movements volumes was considered to account for any potential changes due to the impacts of COVID-19 on travel patterns in the area. The City of Federal Way collected September 2020 PM peak hour turning movement volumes at the four study intersections where 2018 counts were available: SR 161/Enchanted Parkway/Milton Road S, 6 SR 161/Enchanted Parkway/19th Way S, Milton Road S/S 369th Street, and Milton Road S/S 375th Street. Based on a comparison of the August 2018 and September 2020 volumes, total entering vehicles at the intersections were found to be up to approximately 43 percent lower in September 2020 than in August 2018. To provide a conservative estimate of 2022 non -pandemic conditions, the 2018 turning movement volumes were used to develop existing (2022) volumes, with an applied annual 2 percent growth rate to account for non -pandemic background growth conditions. Vehicle Classifications Vehicle classifications were collected over the course of a week in March 2022 in the study area at three locations: S 376th Street southwest of 18th Place S, S 376th Street east of 5th Avenue, and 19th Way S north of Block 37200. Figure 6 is provided as a reference to illustrate the different classifications of vehicles as described by the Federal Highway Administration (FHWA). FHWA Vehicle Classifications 1. Motorcycles 2. Passenger Cars 3. Pickups, Panels, Vans 4. Buses 2 axles, 2 or 3 time 2 axles, can have 1- or 2-axle trailers 2 axles, 4-tire single units 2 or 3 axles, full length Can have 1 or 2 axle trailers 5. Single Unit 2-Azle Trucks 6. Single Unit 3-Axle Trucks 7. Single Unit 4 or S. Single Trailer 3- or 4-Axle Trucks 2 axles, 6 tires (dual rear tires), single-una 3 axles, single unit More -Axle Trucks 3 or 4 axles, single hailer gap 4 or more axles, single unit am am" g. Single Trailer 5-Axle Trucks 10. Single Trailer 6 or More -Axle Trucks 5 axles, single trailer 6 or more axles, single trailer 11. Multi -Trailer 5 or Less -Axle Trucks 12. Multi -Trailer 6-Axle Trucks 5 or less axles, multiple trailers 6 axles, multiple trailers 13. Multi -Trailer 7 or More -Axle Tracks 7 or more axles, multiple trailers axon e a Figure 6. FHWA Vehicle Classifications The vehicle classifications include motorcycles, passenger cars, pickups, and a variety of heavy vehicles. Table 2 summarizes the average weekday vehicle classifications within the study area. Vehicles are grouped into three subcategories of passenger vehicles, single -unit trucks, and double -unit or multi -trailer trucks. Table 2. Average Weekday Vehicle Classification Summary S 376th St Southwest of 19th Way S North of Block S 376th St East of 5th 18th PI S 37200 Ave Vehicle Classification Vehicles Percentage Vehicles Percentage Vehicles Percentage Class 1 to 3 — Motorcycles, Cars, Pick- 671 93.5% 5,888 91.2% 642 86.5% up Trucks, Vans Class 4 to 7 - Single Unit 45 6.3% 571 8.8% 99 13.4% Trucks (2 or 3-axle) Class 8 to 13 - Double Unit and Multi Trailer 2 0.2% 4 0.0% 1 0.1 % Trucks Total 718 100% 6,463 100% 742 100% As shown in Table 2, during the midweek study period passenger vehicles represent the majority of traffic volumes at approximately 86 to 93 percent. Heavy vehicles, including double -unit trucks and larger vehicles represent approximately less than one percent of the traffic volumes, with the majority of heavy vehicles within the study area (6 to 13 percent of the total vehicle volume) falling within the single unit truck classes. Vehicle Speeds Speeds for all vehicles were collected along the study corridor at three locations (S 376th Street southwest of 18th Place S, S 376th Street east of 5th Avenue, and 19th Way S north of Block 37200) over the course of a week in March 2022. Detailed summaries of the speed data by direction are included in Attachment B. The posted speed limit of the roadways during the data collection was 25 mph on 19th Way S north of Block 37200 and on S 376th Street east of 5th Avenue. The speed limit posted on S 376th Street southwest of 18th Place S during collection was 25 mph with an advisory speed of 20 mph near the neighborhood park. Key speed indicators include the median speed, 85th percentile speed, 10 mph pace, percent in pace, and percent of vehicles 5 mph over the speed limit. The key indicators are used to help identify if a speeding problem exists and to what extent. The indicators also assist in determining appropriate engineering treatments to consider to better manage vehicle speeds, if warranted. The definition and purpose of the speed indicators are described below. Table 3 summarizes the key speed indicators for the study corridor. Median Speed — The speed in which 50 percent of all traffic is traveling at or below. The statistical median is not typically used in determining the appropriate posted speed limit but is used as a point of reference in understanding the prevailing conditions. Ideally, the median speeds should be under the posted speed limit. 85th Percentile Speed — The speed in which 85 percent of the traffic is traveling at or below. The 85th percentile speed is often used as a starting point for determining the speed limit, to take into account that 15 percent of drivers may be traveling unreasonably fast. Typically, the 85th percentile speed should be within 5 to 10 mph of the posted speed. 10 mph Pace — The 10 mph pace is a measure of the range in speeds and is defined as the consecutive 10 mph range containing the highest number of vehicles. Typically, the posted speed limit should be near the upper limit of the 10 mph pace. Percent in Pace — The percent in pace represents the percentage of all vehicles traveling within the 10 mph pace. It is desirable to have a high percentage of the total number of vehicles in the 10 mph pace. Percent of Vehicles 5 mph over the Speed Limit — A measure representing the number of vehicles traveling over the posted speed limit by at least 5 mph. As a general guideline, speeding along a roadway segment may be an issue when more than 15 percent of the vehicles exceed the speed limit by at least 5 mph. Table 3. Speed Data Summary Posted Median 85th % of Vehicles Speed Speed Percentile 10 mph % 5 mph over Location (mph) Direction ADT' (mph) (mph) Pace in Pace Speed Limit' S 376th St 253 EB 40 16 20 11-21 76% 2% Southwest of 18th PI S 253 WB 60 17 21 12-22 77% 6% 19th Way S 25 NB 440 33 39 28-38 63% 72% North of Block 37200 25 SB 480 33 39 28-38 63% 71 % S 376th St 25 EB 60 23 28 19-29 63% 10% East of 5th Ave 25 WB 60 26 33 22-32 59% 30% 1. Average Weekday Daily Traffic. 2. Represents the vehicles exceeding the posted speed limit by at least 5 mph. 3. Posted speed of 25 mph includes a 20-mph advisory speed near the neighborhood park. Calculations of vehicles exceeding 5-mph over the speed limit based on the 20-mph advisory speed. As shown in Table 3, the number of vehicles exceeding the posted speed limit by at least 5 mph exceeds 15% on S 376th Street in the westbound direction and on 19th Way S in both directions. Figure 7, Figure 8, and Figure 9 illustrate the vehicle speeds collected at each of the tube locations within the study area. Individual data points were grouped into 5 mph hour ranges and graphed by direction. Figure 7, Figure 8, and Figure 9summarize the speed distribution along the corridor for each of the count locations. 200 180 160 140 120 m 100 0 Posted Speed: 20 mph 80 60 40 20 - 0 0-10 10-15 15-20 20-25 25-30 30-35 Speed Range (mph) ■Eastbound ■Westbound Figure 7 Vehicle Speeds by Direction: S 376th St Southwest of 18th PI S �7 1,200 1,000 1 Posted Speed: 25 mph 800 01 E j 600 400 200 0 I 11 on __ 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 Speed Range (mph) ■Northbound ■Southbound Figure 8 Vehicle Speeds by Direction: 19th Way S North of Block 37200 140 Posted Speed: 25 mph 120 ■ 11 III 100 m 80 E '� 60 40 20 �� 11 1 11111�1 0 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 Speed Range (mph) ■ Eastbound ■ Westbound Figure 9 Vehicle Speeds by Direction: S 376th St East of 5th Ave Figure 7, Figure 8, and Figure 9support the data showing that high numbers of vehicles are traveling at speeds exceeding the posted speed limit both directions along 19th Way S and westbound along S 376th Street. The City could explore speed management techniques and increase enforcement activities to reduce the number and extent of vehicles traveling over the posted speed limit, particularly if S 376th Street is extended through. Safety Analysis Crash records over the most recent complete five-year period were reviewed for the study intersections and are summarized in Table 4. Historical crash data was provided by WSDOT for the period of January 1, 2017 to December 31, 2021 at the study intersections. Table 4 provides a summary of the total number and type of collisions at the study intersection. 10 Table 4. Annual Collision Summary — 2017 to 2021 Annual Intersection 2017 2018 2019 2020 2021 Total Average 1. SR 161/Enchanted Pkwy S / Milton Rd S 2 5 3 1 2 13 2.60 2. SR 161/Enchanted Pkwy S/ 19th Way S 1 0 0 1 1 3 0.60 3. 19th Way S/ S 369th St 0 0 0 0 1 1 0.20 4. Milton Rd S/ S 369th St 2 0 0 1 0 3 0.60 5. Milton Rd S/ S 376th St 0 1 0 2 1 4 0.80 6. 19th Way S/ S 375th St 0 0 0 0 0 0 0.00 Source: WSDOT, 2021. Note: Under 23 U.S. Code § 409 and 23 U.S. Code § 148, safety data, reports, surveys, schedules, lists compiled or collected for the purpose of identifying, evaluating, or planning the safety enhancement of potential crash sites, hazardous roadway conditions, or railway - highway crossings are not subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location mentioned or addressed in such reports, surveys, schedules, lists, or data. As shown in Table 4, the study area intersections experienced an annual average of 3 or fewer collisions over the last five-year period. SR 161 / Enchanted Pkwy S / Milton Rd S intersection experienced the highest number of collisions, with 13 between 2017 and 2021 or approximately 2.6 annually on average. Table 5 summarizes the historical data by collision type. Table 5. Collision Summary (By Collision Type) — 2017 to 2021 Fixed Approach Rear Head Ped/ Intersection Object Turn End On Bike Angle Sideswipe Other Total 1. SR 161/Enchanted Pkwy S/ Milton 1 0 7 0 0 2 2 1 13 Rd S 2. SR 161/Enchanted Pkwy S/ 19th 0 0 1 0 0 1 0 1 3 Way S 3. 19th Way S/ S 369th St 0 1 0 0 0 0 0 0 1 4. Milton Rd S/ S 369th St 1 0 0 0 0 0 2 0 3 5. Milton Rd S/ S 376th St 2 0 0 0 0 1 0 1 4 6. 19th Way S/ S 375th St 0 0 0 0 0 0 0 0 0 Total 4 1 8 0 0 4 4 3 24 Annual Average 0.80 0.20 1.60 0 0 0.80 0.80 0.60 4.80 Source: WSDOT, 2021. Note: Under 23 U.S. Code § 409 and 23 U.S. Code § 148, safety data, reports, surveys, schedules, lists compiled or collected for the purpose of identifying, evaluating, or planning the safety enhancement of potential crash sites, hazardous roadway conditions, or railway - highway crossings are not subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location mentioned or addressed in such reports, surveys, schedules, lists, or data. As shown in Table 5, the most common collision type within the study area was rear end (8), followed by fixed object, angle, and sideswipe (4 each). The majority of the rear end collisions (7 of the 8 identified) occurred at SR 161 / Enchanted Parkway S / Milton Rd S intersection. Over the last 5-year period, no study intersection collisions involved pedestrians or bicyclists and there were no fatalities. 11 Traffic Operations The operational characteristics of an intersection are determined by calculating the intersection level of service (LOS). At two-way stop -controlled locations, LOS is measured in average delay per vehicle and is reported for the worst approach movement. For signalized locations, LOS is measured in average delay per vehicle and is reported for the intersections as a whole. Traffic operations for an intersection can be described alphabetically with a range of levels of service (LOS A through F), with LOS A indicating free -flowing traffic and LOS F indicating extreme congestion and long vehicle delays. Weekday PM peak hour traffic operations for existing and future conditions were evaluated at the signalized study intersections using the Synchro 11 software program based on the procedures identified in the Highway Capacity Manual (HCM) (2016). The intersection operations are summarized in Table 6. Detailed LOS worksheets for each intersection analysis are included in Attachment C. Table 6. Existing Weekday PM Peak Hour Intersection LOS Summary Traffic PM Peak Hour Intersection LOS Standard Control LOS' Delay' WM' V/C° 1. SR 161/Enchanted Pkwy S LOS E (WSDOT Standard) Signal F 110 - 0.90 / Milton Rd S 1.20 V/C (City Standard) 2. SR 161/Enchanted Pkwy S / LOS E (WSDOT Standard) Signal A 2 0.54 19th Way S 1.20 V/C (City Standard) 3. 19th Way S / S 369th St 1.00 V/C (City Standard) TWSC A 10 EB 0.03 4. Milton Rd S / S 369th St 1.00 V/C (City Standard) TWSC B 13 WB 0.11 5. Milton Rd S / S 376th St 1.00 V/C (City Standard) TWSC C 17 EB 0.21 6. 19th Way S / S 375th St 1.00 V/C (City Standard) TWSC A 8 WB 0.02 Note: TWSC = two-way stop -controlled. Bold indicates the operations are below City LOS standards. City of Federal Way LOS Standards based on the 2015 Federal Way Comprehensive Plan Appendix III-C 1. Level of Service (A — F) as defined by the Highway Capacity Manual 6th Edition (TRB, 2016) 2. Average delay per vehicle in seconds. 3. Worst Movement reported for two-way stop -controlled intersections, based on HCM 6th Edition Methodology 4. Intersection volume to capacity ratio based on HCM 2000 methodology, per City of Federal Way standards The 2015 Federal Way Comprehensive Plan — Appendix 111-C: Concurrency Management System defines a LOS standard of a volume to capacity ratio (v/c) of 1.00 for unsignalized intersections and 1.20 for signalized intersections, as reported by HCM 2000 methodology per the City's guidelines. The v/c ratio for unsignalized intersections is reported for the intersection's worst movement. As shown in Table 6, all study intersections currently meet City v/c standards; however, the SR 161/Enchanted Parkway S/Milton Road S intersection currently operates at LOS F. All other study intersections currently operate at LOS C or better during the weekday PM peak hour. Future Traffic Conditions Traffic Volume Forecast Methodology The forecast volumes for study roadways were based on the City of Federal Way Travel Demand Model. A travel demand model compiles land use units such as households and employment into areas called transportation analysis zones (TAZs), and then converts these inputs into vehicle trips. These trips are then assigned to a model network that represents roadways in Federal Way. This process is repeated for both for existing, 2040 baseline conditions, and 2040 conditions with the S 376th Street roadway extension. By comparing the 2040 traffic volumes with and without the 12 roadway extension, the forecasted changes in travel patterns in the study area due to the roadway extension can be determined. In addition, pipeline volumes associated with the Bridge Point Development Traffic Impact Analysis and Milton Road Rezone were included in the future (2040) forecasted volumes. Pipeline volumes include traffic volumes for projects within the study area that are not currently built, but are anticipated to be generating traffic at the time of the future horizon year of the project, and therefore are included in the future volume forecasts. Future (2040) turning movement volumes with and without the roadway extension are shown on Figure 10. 630 (630) 1 1 10 310 (310} 161 — iy h 1.320 (1,330) CP ' 600 {690) 705 (720) 170 (170) 250 (1f0}^g 90 (105 660 (840) �- 70 (40) 6C (90) 755 (740) 25 (20) ; (q'� ///S 372ND STl r 175 (170) 755 (740) i 1 245 (290) 175 (170) 30 (140) — 40 (120) S 376TH ST /40 (9%} S 376th Street :7 Roadway Extension LEGEND LE 1 )(} Study Intersection x Weekday PM Peak Hour Traffic VDIUM05 without Extension [x] Weekday PM Peak Hour Traffic Volumes with Extension 40 (150) 40 (130) Future (2040) Forecast PIu1 Peak Hour Volumes 1611EnchanW Pk" S SR 161 Enchanted PkwyS DSR Millon Rd 5 (1.245) Oft Way 5 (1,155) 1.235 11160 (435)440�{325}330 (2:*220 I4� f25 )250 (175)160� (55)40.) (35)35 w(175)1 TO {SE] 55 1 T f(30) 30 (20)P5) 25 (35) 20 (105)90 (5) 55 () 560 191h Ways 3 S 3691h 5t (130} Milton Rd S 4 5 369h St (715) 75 {12p)115 7I (5)5 {5j5} Iry f15}10 jl�-t(15j15 {5115+ +(5)5 (70) 45 (155] 155 Millon Rd S Iglh Way 5 5 S 3761h St (826j S 375th S1 (115] 040 (115) 110 � (S)s {45) 50 10 � (20)20 t(20) 20 P) 30 f (ea) 20 {38}50�� �(50)10 (115] 115 (20) 5 {1151 115 t�{{as15 I (15)5 (65) Ys Figure 10 Future Weekday Peak Hour Traffic Volumes 13 Future 2040 Traffic Operations Weekday PM peak hour traffic operations for future conditions were evaluated at the study intersections. The same methodology used for the existing conditions analysis was applied to the future (2040) intersection operations analysis. Existing channelization and signal timing was maintained under future (2040) conditions. The intersection operations are summarized Table 7. For future conditions with and without the roadway extension to understand how operations change with the proposed roadway extension of S 376th Street. Detailed LOS worksheets for each intersection are included in Attachment C. Table 7. Future (2040) Weekday PM Peak Hour Intersection LOS Summary Traffic Baseline Conditions With Roadway Extension Intersection LOS Standard Control LOS' Delay2WM' V/C° LOS' Delay2 WM' V/C4 1. SR 161 / Enchanted Pkwy S LOS E (WSDOT / Milton Rd S Standard) Signal F 108 1.04 D 48 9 0.97 1.20 V/C (City Standard) 2. SR 161 / Enchanted Pkwy S / LOS E (WSDOT 19th Way S Standard) Signal A 2 0.53 A 3 9 0.55 1.20 V/C (City Standard) 3. 19th Way S / S 369th St 1.00 V/C (City TWSC B 12 EB 0.05 B 11 EB 0.03 Standard) 4. Milton Rd S / S 369th St 1.00 V/C (City TWSC C 18 WB 0.24 C 15 WB 0.12 Standard) 5. Milton Rd S / S 376th St 1.00 V/C (City TWSC F 119 EB 0.97 F 577 WB 2.06 Standard) 6. 19th Way S / S 375th St 1.00 V/C (City TWSC A 9 WB 0.03 A 10 WB 0.07 Standard) Note: TWSC = two-way stop -controlled. Bold indicates the operations are below City LOS standards. City of Federal Way LOS Standards based on the 2015 Federal Way Comprehensive Plan Appendix 111-C 1. Level of Service (A - F) as defined by the Highway Capacity Manual 6th Edition (TRB, 2016) 2. Average delay per vehicle in seconds. 3. Worst Movement reported for two-way stop -controlled intersections, based on HCM 6th Edition Methodology 4. Intersection volume to capacity ratio based on HCM 2000 methodology, per City of Federal Way standards As shown in Table 7, the SR 161/Enchanted Parkway/Milton Road S and Milton Road S/S 376th Street intersections are anticipated to operate at LOS F under future conditions. The roadway extension is not anticipated to add intersection delay to the SR 161/Enchanted Parkway/Milton Road S intersection; however, the changes in travel patterns due to the roadway extension are anticipated to add approximately 458 seconds of delay to the two-way stop -controlled intersection at Milton Road S/S 376th Street. The City could consider installing a mini roundabout at the Milton Road S/S 376th Street intersection, which is anticipated to improve overall intersection operations to LOS B and meet City v/c standards. In addition, as part of the anticipated Phase 2 Triangle project, WSDOT plans to construct a westbound left -turn lane at the SR 161/Enchanted Parkway S/Milton Road S intersection. This project is anticipated to be constructed by 2027. With the addition of the westbound left -turn lane, the current east -west split phasing would be removed. Assuming permitted eastbound and westbound left -turns, the SR 161/Enchanted Parkway S/Milton Road S intersection is anticipated to improve to LOS D with approximately 48 seconds of delay and a v/c ratio of 0.97, meeting standards. All other study intersections are anticipated to operate at LOS C or better during the future (2040) weekday PM peak hour with or without the roadway extension. 14 Design and Functional Classification Considerations The City of Federal Way Transportation Element indicates that the planned street section for 19th Way S and S 376th Street is Type S within the study area of the proposed roadway extension. The City's Public Works Development Standards and Minimum Street Standards, Table 1, Drawing 3- 1A show that as a Minor Collector street with a Type S planned street section, S 376th Street can accommodate up to 5,000 daily vehicles. As shown previously in Table 1, S 376th Street currently experiences less than 100 average daily vehicles. With the proposed roadway extension, Figure 10 illustrates that approximately 230 vehicles are anticipated to travel along the S 376th Street during the PM peak hour, equating to approximately 2,300 daily vehicles with the assumption that PM peak hour traffic is approximately 10 percent of daily traffic. With this conservative assumption, the anticipated 2,300 daily vehicles on S 376th Street with the roadway extension can be accommodated by the 5,000-vehicle threshold for a Type S Minor Collector. The S 376th Street corridor is not anticipated to be a major truck corridor with the completion of the roadway extension. The Bridge Point 1-5 Seattle Updated Traffic Impact Analysis distributes truck trips through the study area to the south of SR 99 via 5th Avenue and Porter Way, and to the north via SR 161 and Milton Road. Based on this truck trip distribution, the S 376th Street corridor is not anticipated to be a desirable route for truck traffic in the area. Neighborhood Park Pedestrian Safety Considerations A neighborhood park is located along the 19th Way S/S 376th Street corridor, just east of the proposed roadway extension on the north side of the street. The park includes a large open grassy area, picnic tables, and a playground structure. Based on the estimated traffic forecasts, an increase of approximately 150 vehicles during the PM peak hour are anticipated with the roadway extension. As shown on Table 3, approximately 2 to 30 percent of vehicles on S 376th Street currently travel over 5-mph greater than the posted speed limit. Vehicles traveling at elevated speeds could be a potential risk to park users. The City of Federal Way could provide fencing between the neighborhood park and the sidewalk along S 376th Street. The City could monitor speeds after the roadway extension opens to traffic to determine whether physical traffic calming measures would be warranted. Network Analysis Network Analysis was conducted to estimate changes in a series of measures such as emergency response time, drive time, and walk time with and without the roadway extension. GIS software was utilized to perform this analysis, and locations were selected near the site in which to base the analysis upon. The network analysis was conducted using ArcGIS Pro software and its Network Analysis feature. Emergency Response The 376th Street roadway extension will provide an alternative connection in the area that could assist in improving emergency response times. The nearest fire station was assumed to be South King Fire & Rescue Station 61, located approximately 2 miles northeast of the study area at the southeast corner of the 32nd Avenue S/S 360th Street intersection. Assuming a destination around the west end of the future extension, the GIS network analysis was performed to understand the changes in travel time with and without the 376th Street extension. For simplification purposes, it was assumed emergency vehicles were traveling at 35 mph. The overall change in emergency response times are listed in Table 8. In addition to the table, Figures 1A and 1 B in Attachment D show the specific scenarios and their outcomes in more detail. 15 Table 8. Change in Emergency Response Times Before Roadway After Roadway Percent Extension (min) Extension (min) Change (min) Change Emergency Response (Figures I and 1B) 3.9 mins 3.7 mins -0.2 mins -5% The new roadway extension is shown to improve emergency response times by approximately 5 percent, or roughly 12 seconds. However, the reduction in emergency response time primarily benefits the specific area at the western end of the 376th Street extension. The small area of influence is because there is an alternative emergency access route using Milton Road that has nearly an identical travel time from Station 61. While the new connection may not improve emergency access significantly, it does improve system resiliency in such a scenario where an alternative route is blocked. Travel Time - Driving The 376th Street roadway extension will provide a more direct route between Milton Road area and the neighborhoods east of the new roadway extension. Assuming an origin around the west end of the future extension and a destination east of the new roadway extension along 19th Way S, just south of S 369th Street, a GIS network analysis was performed to understand the change in travel time with and without the 376th Street extension. For purposes of the analysis, it was assumed that vehicles were traveling at 25 mph, consistent with the speed limits in the area. The overall change in travel times are listed in Table 9. In addition to the table, Figures 2A and 2B in Attachment D show the specific scenarios and their outcomes in more detail. Table 9. Change in Vehicle Travel Times Before Roadway After Roadway Percent Extension (min) Extension (min) Change (min) Change Driving Time (Figures 2A and 213) 2.8 min 1.1 min -1.7 mins -61 % The new roadway extension is shown to significantly improve local vehicle connectivity in the area by reducing the time it would take to drive between neighborhoods by more than 60 percent as listed in Table 9. The reduction in travel time would also result in comparable reductions in vehicle miles traveled for trips originating or destined in the immediate vicinity of the new roadway extension. Travel Time - Walking The new sidewalks that would be extended as part of the roadway project would improve overall pedestrian and bicycle connectivity in the area. To assist in determining the benefits to people walking, a travel time analysis was conducted to illustrate the benefits to pedestrians in the area from a connectivity viewpoint. Assuming similar origins and destinations as the previous vehicular travel time analysis, a GIS network analysis was performed to understand the change in travel time for pedestrians with and without the 376th Street extension. For purposes of the analysis, it was assumed that pedestrians were traveling at an average walking speed of 3.1 mph, which is a common assumption in the transportation profession. The overall change in travel times are listed in Table 10. In addition to the table, Figures 3A and 313 in Attachment D show the specific scenarios and their outcomes in more detail. 16 Table 10. Change in Walking Times Before Roadway After Roadway Percent Extension (min) Extension (min) Change (min) Change Walking Time (Figures 3A and 313) 22.4 min 9.2 min -13.2 mins -59% The new roadway extension is shown to significantly improve local pedestrian connectivity in the area by reducing the time it would take to walk between neighborhoods by approximately 60 percent as listed in Table 10. The reduction in walking time would allow more opportunities for people to walk to destinations west of 1-5 or along Milton Road, promoting a greater number of trips that would not require the use of an automobile. Alternative Corridor Alignments While the traffic study assumed an alignment the connected both ends of the S 376th Street corridor using the shortest path possible, there are alternative ways to make a connection between the neighborhoods, especially as the land north of S 376th Street and east of Milton Road S is redeveloped. For example, a recent proposal and site plan submitted to the City of the area immediately north of the planned extension identifies alternative roadway layouts. In other words, multiple corridor alignments are possible for the anticipated connection along S 376th Street. Figure 11 shows the preliminary site plan for the May 2022 Alder Village Traffic Impact Analysis. 17 f S 372N D ST CIE' is,16.. I] ~ '3! II�y 1 5 1 rrwo ROAD R u' xrs r .• 15q_?� Ivcia .v�.m�_. INkc1C-t •$ 17 pl� �I � fi IwrtTN u I r � 1� !. s:e•', sl-tea• 1 �'IrIDACfM�`- \ TWH 4F PL.n— / �!n— t -•: •.; j-f L-" I' - TiY�G ni . 63 " tl W :_ .., I.I f ,- .. ­8-�76TH ST Figure 11 Alder Village Preliminary Site Plan As shown in Figure 11, this site plan provides one concept for the S 376th Street roadway extension, but other configurations are possible. All roadway corridor alignments could be acceptable alternatives that would achieve the same connectivity benefits as a direct roadway connection on S 376th Street. The Alder Village site plan concept shows S 376th Street travel route as a local street connection to a gridded residential network. Benefits of this style of alignment and connection could include reduced vehicle speeds and reduced cut -through traffic, while providing a similar level of network connectivity as the direct connection. The travel forecasts for the roadway connection show that the new connection is not anticipated to result in a dramatic increase in traffic volumes; therefore, a gridded roadway connection through a residential neighborhood as shown in Figure 11 could be a feasible alignment. Key Findings of the Study The existing and future conditions analysis resulted in the following key findings. • Vehicle Classifications: During the midweek study period, passenger vehicles represent the majority of traffic volumes at approximately 86 to 93 percent. Heavy vehicles, including double -unit trucks and larger vehicles represent approximately less than 1 percent of the traffic volumes, with the majority of heavy vehicles along the M corridor (6 to 13 percent of the total vehicle volume) falling within the single unit truck class. • Vehicle Speeds: The number of vehicles exceeding the posted speed limit by at least 5 mph exceeds 15% on S 376th Street in the westbound direction and on 19th Way S in both directions. The City could consider speed management techniques on these corridors if the roadway extension were to be built to avoid any increases in the number of vehicles exceeding the speed limit. • Safety Analysis: The study area intersections experienced an annual average of 3 or fewer collisions over the last five-year period. SR 161/Enchanted Pkwy S / Milton Rd S intersection experienced the highest number of collisions, with 13 between 2017 and 2021. Over the last 5-year period, no study intersection collisions involved pedestrians or bicyclists and there were no fatalities. Traffic Operations: The Milton Road S/S 376th Street intersection is anticipated to operate at LOS F under future (2040) conditions. The changes in travel patterns due to the roadway extension adds approximately 458 seconds of delay to the two-way stop -controlled intersection at Milton Road S/S 376th Street. The City could consider installing a mini roundabout at the Milton Road S/S 376th Street intersection, which is anticipated to improve overall intersection operations and reduce delay. All other study intersections are anticipated to operate at LOS D or better during the future (2040) weekday PM peak hour with or without the roadway extension. • Emergency Response Times: Emergency response times are expected to improve by approximately 5 percent, or roughly 12 seconds, with the new roadway extension. However, the reduction in emergency response time primarily benefits the specific area at the western end of the 376th Street extension. While the new connection may not improve emergency response times significantly, it does improve system resiliency in such a scenario where an alternative route is blocked • Vehicle Travel Times: Local vehicle connectivity in the area would improve by reducing travel times by more than 60 percent in the immediate vicinity of the new roadway extension. The reduction in travel time would also result in comparable reductions in vehicle miles traveled for trips originating or destined in the immediate vicinity of the new roadway extension • Pedestrian Connectivity: Local pedestrian connectivity in the area is expected to improve significantly by reducing the time it would take to walk between neighborhoods by approximately 60 percent. The reduction in walking time would allow more opportunities for people to walk to destinations west of 1-5 or along Milton Road, promoting a greater number of trips that would not require the use of an automobile. iR Attachment A: Traffic Counts 20 ID 5652 - Enchanted Pkwy S @ Milton Rd S Federal Way, WA e Peds Crossing North Leg = 0 to Bicycles = 0 3 Y tLp a Heavy Vehicles = 30 >z w; SB Total = 1706 C R L U C W Right Thru Left U-Turn 254 1267 185 0 7Milton Road S O 285 II N w 3 O 0 o C Np I I `0rn 0 II —cd, II 50 N Vl N S 16 a cTi >, m 38 m > w x 10 Approach PHF HV NB Approach 0.90 2.0% SB Approach 0.95 1.8% EBApproach 0.74 5.1% WB Approach 0.84 0.9% Intersection 0.97 1.9% PHF = Peak Hour Factor HV = Heavy Vehicles T Intersection Peak Hour 4:45 PM - 5:45 PM Volume 2640 PHF 0.97 HV 1.9% 1 qSB U-Turn Left Thru Rigi NB Total = 615 Heavy Vehicles = 12 Bicycles = 0 Peds Crossing South Leg = 0 Tue 9/29/2020 4:00 PM - 6:00 PM S 360th Street r 178 N N N I I N p 40=26 N II M II U N R a V 0) ,7 > >, r m v w o x � N O U N N 233 a TURNING MOVEMENTS DIAGRAM PEAK HOUR SUMMARY TTRA FFIC DATA GATHERING LOCATION: ID 5652 - Enchanted Pkwy S @ Milton Rd S Federal Way. WA TTRAFF/C OATA GATHER/NG DATE OF COUNT: Tue. 9/29/2020 START OF COUNT: 4:00 PM TIMF OF r011NT- d-00 PM - 6.00 PM COUNTED BY: TDG DATE OF REDUCTION: 10/11/2020 ni]RATION OF COIINT- 9 TIME INTERVAL ENDING AT FROM NORTH ON Enchanted Parkway S FROM SOUTH ON Enchanted Parkway S FROM EAST ON S 360th Street FROM WEST ON Milton Road S INTERVAL TOTALS Peds Bicycle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bicycle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Ri ht 04:15 PM 0 0 16 0 39 289 50 1 0 2 0 1 165 9 0 0 2 0 0 8 43 0 0 4 0 15 8 2 629 04:30 PM 0 0 7 0 42 307 61 0 0 2 0 4 138 6 0 0 0 0 2 9 42 0 0 0 0 22 6 2 641 04:45 PM 0 0 7 0 31 275 58 0 0 2 0 1 149 0 0 0 1 0 5 10 40 0 0 0 0 5 9 4 587 05:00 PM 0 0 9 0 54 294 62 0 0 3 0 2 166 2 2 0 1 0 5 4 44 0 0 5 0 15 14 4 666 05:15 PM 0 0 6 0 50 298 63 0 0 5 0 1 161 2 1 0 1 0 8 10 48 0 0 0 0 14 5 1 661 05:30 PM 0 0 9 0 46 333 70 0 0 4 0 1 156 1 0 0 0 0 3 6 37 0 0 0 0 13 12 3 681 05:45 PM 0 0 6 0 35 342 59 0 0 0 0 1 117 5 0 0 0 0 1 6 49 0 0 0 0 8 7 2 632 06:00 PM 0 1 4 0 43 212 44 1 0 2 0 1 141 8 0 0 0 0 5 11 37 0 0 0 0 11 7 0 520 PEAK HOUR TOTALS 0 0 30 0 185 1 1267 254 0 0 12 0 1 5 1 600 10 3 0 1 2 0 17 26 178 0 0 5 0 50 1 38 10 INTERSECTION ALL MOVEMENTS 1706 615 221 1 1 98 2640 %HV 1.81 2.0% 0.9% 5.1% 1.9% PEAK HOUR FACTOR 0.95 0.90 0.84 0.74 0.97 HV = Heavy Vehicle PHF = Peak Hour Factor 4:00 PM - 6:00 PM PEAK HOUR: 1 4:45 PM - 5:45 PM ROLLING HOUR COUNT FROM NORTH ON Enchanted Parkway S FROM SOUTH ON Enchanted Parkway S FROM EAST ON S 360th Street FROM WEST ON Milton Road S INTERVAL TOTALS TIME INTERVAL Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bicycle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Rightmo Bicycle HV U-Turn Left Thru Right 4:00 PM - 5:00 PM 0 0 39 0 166 1165 231 1 0 9 0 8 618 17 2 0 4 0 12 31 1690 9 0 57 37 12 2523 4:15 PM - 5:15 PM 0 0 29 0 177 1174 244 0 0 12 0 8 614 10 3 0 3 0 20 33 1740 5 0 56 34 11 2555 4:30 PM - 5:30 PM 0 0 31 0 181 1200 253 0 0 14 0 5 632 5 3 0 3 0 21 30 1690 5 0 47 40 12 2595 4:45 PM - 5:45 PM 0 0 30 0 185 1267 254 0 0 12 0 5 600 10 3 0 2 0 17 26 1780 5 0 50 38 10 2640 5:00 PM - 6:00 PM 0 1 25 0 174 1185 236 1 0 11 0 4 575 16 1 0 1 0 17 33 1710 0 0 46 31 6 2494 4:00 PM - 6:00 PM Total: 0 1 64 0 340 2350 467 1 2 0 20 0 12 1193 33 1 3 0 1 5 0 29 64 340 1 0 1 0 9 0 103 68 18 5017 ID 5954 - Enchanted Pkwy S @ 19th Way S Federal Way, WA R 3 Y i a Tue 9/29I2020 4:00 PM - 6:00 PM c R t V C W 19th Way S -■N U-Turnn� � 0 � N V7 N w d t m 25 a cTi to R w 2 26 Approach PHF HV NB Approach 0.91 2.4% SB Approach 0.90 1.9% EB Approach 0.80 2.0 Intersection 0.98 2.0% PHF = Peak Hour Factor HV = Heavy Vehicles V; Peds Crossing North Leg = 0 Bicycles = 0 Heavy Vehicles = 24 SB Total = 1292 NB .fight Thru U-Turn Total Emm Intersection Peak Hour 4:45 PM - 5:45 PM Volume 1972 PHF 0.98 HV :2�.09/6 qMM® U-Turn Left Tha I NB Total = 629 Heavy Vehicles = 15 Bicycles = 0 Peds Crossing South Leg = 0 TURNING MOVEMENTS DIAGRAM PEAK HOUR SUMMARY TTRA FFIC DATA GATHERING LOCATION: ID 5954 - Enchanted Pkwy S (a) 19th Way S Federal Way. WA TTRAFF/C OATA GATHER/NG INTERSECTION TURNING MOVEMENTS REDUCTION SHEET DATE OF COUNT: Tue. 9/29/2020 START OF COUNT: 4:00 PM TIMF r)F CMINT- 4-nn PM - r-nn PM COUNTED BY: TDG DATE OF REDUCTION: 10/11/2020 m IRGTION OF Cr)IINT- 9 TIME INTERVAL ENDING AT FROM NORTH ON Enchanted Parkway S FROM SOUTH ON Enchanted Parkway S FROM EAST ON FROM WEST ON 19th Way S INTERVAL TOTALS Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bic cle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Ri ht 04:15 PM 0 0 14 0 0 296 9 0 0 4 0 7 157 0 0 0 0 0 0 0 0 0 0 1 0 10 0 8 487 04:30 PM 0 0 6 0 0 284 17 0 0 1 0 10 140 0 0 0 0 0 0 0 0 0 0 0 0 9 0 13 473 04:45 PM 0 0 5 1 0 273 21 0 0 2 0 4 145 0 0 0 0 0 0 0 0 0 0 0 0 14 0 8 466 05:00 PM 0 0 6 0 0 280 15 0 0 3 1 7 155 0 0 0 0 0 0 0 0 0 0 1 0 7 0 4 469 05:15 PM 0 0 4 0 0 294 16 0 0 4 0 6 166 0 0 0 0 0 0 0 0 0 0 0 0 5 0 11 498 05:30 PM 0 0 8 0 0 314 15 0 0 6 0 8 156 0 0 0 0 0 0 0 0 0 0 0 0 8 0 2 503 05:45 PM 0 0 6 0 0 341 17 0 0 2 0 9 121 0 0 0 0 0 0 0 0 0 0 0 0 5 0 9 502 06:00 PM 0 0 5 0 0 218 12 0 0 3 0 7 137 0 0 0 0 0 0 0 0 0 0 0 0 11 0 10 395 PEAK HOUR TOTALS 0 0 24 0 0 1 1229 1 63 0 0 15 1 30 598 0 0 0 0 0 0 0 0 0 0 1 0 25 0 26 INTERSECTION ALL MOVEMENTS 1 1292 1 629 0 1 51 1972 %HV 1.9% 2.4% #N/A 2.0% 2.0% PEAK HOUR FACTOR 0.90 0.91 #DIV/01 0.80 0.98 HV = Heavy Vehicle PHF = Peak Hour Factor 4:00 PM - 6:00 PM PEAK HOUR: 1 4:45 PM - 5:45 PM ROLLING HOUR COUNT FROM NORTH ON Enchanted Parkway S FROM SOUTH ON Enchanted Parkway S FROM EAST ON 0 FROM WEST ON 19th Way S INTERVAL TOTALS TIME INTERVAL Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bic cle HV U-Turn Left Thru Right 4:00 PM - 5:00 PM 0 0 31 1 0 1133 62 0 0 10 1 28 597 0 0 0 0 0 0 0 0 0 0 2 0 40 0 33 1895 4:15 PM - 5:15 PM 0 0 21 1 0 1131 69 1 0 0 10 1 27 606 0 0 0 0 0 0 0 0 1 0 0 1 0 35 0 36 1 1906 4:30 PM - 5:30 PM 0 0 23 1 0 1161 67 0 0 15 1 25 622 0 0 0 0 0 0 0 0 0 0 1 0 34 0 25 1936 4:45 PM - 5:45 PM 0 0 24 0 0 1229 63 0 0 15 1 30 598 0 0 0 0 0 0 0 0 0 0 1 0 25 0 26 1972 5:00 PM - 6:00 PM 1 0 1 0 23 1 0 1 0 1 1167 1 60 0 1 0 15 0 1 30 580 0 0 0 0 1 0 0 0 1 0 0 1 0 0 0 1 29 1 0 32 1898 4:00 PM - 6:00 PM Total: 1 0 1 0 54 1 0 1 2300 122 1 0 0 25 1 58 1 1177 1 0 1 0 0 1 0 0 0 0 0 1 0 1 0 2 0 69 1 0 65 1 3793 ID 6150 -Milton Rd S @ S 369th St Federal Way, WA Peds Xing N Leg = 0 - Bicycles = 0 O HV = 4 O IY O SB Total = 287 268 19 0 95 Intersection Peak Hour 4:30 PM - 5:30 PM Volume 419 PHF 0.90 HV 2.1% 287 0 87 18 C0 'a U-Turn Thru Right O NB Total = 105 c O HV = 4 Bicycles = 0 Peds Xing S Leg = 0 Ad Date Time Tue 9/29/2020 4:00 PM - 6:00 PM S 369th Street L$ r I 19 0 EB Total n o N u � u m n ai ♦ i T Co 2 �0) m d J W rn c X a 4, d a Approach PHF HV NB Approach 0.80 3.8% SB Approach 0.85 1.4% WB Approach 0.75 3.7% Intersection 0.90 2.1 PHF = Peak Hour Factor HV = Heavy Vehicles TURNING MOVEMENTS DIAGRAM PEAK HOUR SUMMARY TTRA FFIC DATA GATHERING LOCATION: ID 6150 -Milton Rd S @ S 369th St Federal Way. WA TTRAFF/C OATA GATHER/NG DATE OF COUNT: Tue. 9/29/2020 START OF COUNT: 4:00 PM TIMF OF r011NT- d-00 PM - 6.00 PM COUNTED BY: TDG DATE OF REDUCTION: 10/11/2020 ni]RATION OF COIINT- 9 TIME INTERVAL ENDING AT FROM NORTH ON Milton Road S FROM SOUTH ON Milton Road S FROM EAST ON S 369th Street FROM WEST ON INTERVAL TOTALS Peds Bicycle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bicycle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Ri ht 04:15 PM 0 0 2 0 6 53 0 0 0 4 0 0 20 9 0 0 0 0 2 0 4 0 0 0 0 0 0 0 94 04:30 PM 0 0 2 0 9 64 0 0 0 0 0 0 17 7 0 0 0 0 4 0 10 0 0 0 0 0 0 0 111 04:45 PM 0 0 1 0 5 64 0 0 0 0 0 0 15 7 0 0 1 0 5 0 2 0 0 0 0 0 0 0 98 05:00 PM 0 0 2 0 2 64 0 0 0 4 0 0 30 3 0 0 0 0 4 0 1 0 0 0 0 0 0 0 104 05:15 PM 0 0 1 0 9 59 0 0 0 0 0 0 18 5 0 0 0 0 6 0 3 0 0 0 0 0 0 0 100 05:30 PM 0 0 0 0 3 81 0 0 0 0 0 0 24 3 0 0 0 0 4 0 2 0 0 0 0 0 0 0 117 05:45 PM 0 0 1 0 4 61 0 0 0 0 0 0 14 9 0 0 0 0 2 0 4 0 0 0 0 0 0 0 94 06:00 PM 0 0 0 0 6 46 0 0 0 0 0 0 14 7 1 0 0 0 2 0 4 0 0 0 0 0 0 0 79 PEAK HOUR TOTALS 0 0 1 4 0 1 19 1 268 1 0 0 0 4 0 0 187 18 0 0 1 1 0 19 1 0 1 8 0 0 0 0 1 0 0 0 INTERSECTION ALL MOVEMENTS 287 105 27 0 419 %HV 1.41 3.8% 3.7% #N/A 2.1% PEAK HOUR FACTOR 0.85 0.80 0.75 #DIV/0! 0.90 HV = Heavy Vehicle PHF = Peak Hour Factor 4:00 PM - 6:00 PM PEAK HOUR: 1 4:30 PM - 5:30 PM ROLLING HOUR COUNT FROM NORTH ON Milton Road S FROM SOUTH ON Milton Road S FROM EAST ON S 369th Street FROM WEST ON 0 INTERVAL TOTALS TIME INTERVAL Peds Bicycle HV U-Turn Left Thru Right HVMU-Turn Thru Ri ht Peds Bic cle ht Peds Bic cle HVMU-Turnft Thru Ri ht 4:00 PM - 5:00 PM 0 0 7 0 22 245 0 8 82 26 0 0 17 0 0 0 0 0 407 4:15 PM - 5:15 PM 0 0 6 0 25 251 0 4 80 22 0 0 16 0 0 0 0 0 413 4:30 PM - 5:30 PM 0 0 4 0 19 268 0 jPedsBicycle 4 87 18 0 0 =LeftRi 8 0 0 0 0 0 419 4:45 PM - 5:45 PM 0 0 4 0 18 265 0 4 86 20 0 0 10 0 0 0 0 0 415 5:00 PM - 6:00 PM 0 0 2 0 22 247 0 0 70 24 1 0 13 0 0 0 0 0 390 4:00 PM - 6:00 PM Total: 0 0 9 0 44 492 0 0 0 8 0 0 152 50 1 0 1 0 29 0 30 1 0 1 0 0 0 0 0 0 797 S 375th Street WB Total 0 15 2 8 Approach PHF HV NB Approach 0.82 4.3 % SBApproach 0.84 1.4% EB Approach 0.78 0.0 % WB Approach 0.71 0.0% Intersection 0.91 1.9 % PHF = Peak Hour Factor HV = Heavy Vehicles V M M O C O 2 7; a M O IY C O 2 ID 6457 - Milton Rd S @ S 375th St Federal Way, WA e Peds Crossing North Leg = 1 Bicycles = 0 Heavy Vehicles = 4 SB Total = 277 ight Thru Left U-Turn NB Total IMEN M Intersection Peak Hour 4:30 PM - 5:30 PM Volume 414 PHF 0.91 HV 1.9% l h 1 262 0 14 77 1 U-Turn Left Thru Right NB Total = 92 Heavy Vehicles = 4 Bicycles = 0 Peds Crossing South Leg = 0 TURNING MOVEMENTS DIAGRAM PEAK HOUR SUMMARY TTRA FFIC DATA GATHERING Tue 9/29/2020 4:00 PM - 6:00 PM S 376th Street LOCATION: ID 6457 - Milton Rd S @ S 375th St Federal Way. WA TTRAFF/C OATA GATHER/NG DATE OF COUNT: Tue. 9/29/2020 START OF COUNT: 4:00 PM TIMF OF COIINT- d-00 PM - 6.00 PM COUNTED BY: TDG DATE OF REDUCTION: 10/11/2020 ni]RATION OF COIINT- 9 TIME INTERVAL ENDING AT FROM NORTH ON Milton Road S FROM SOUTH ON Milton Road S FROM EAST ON S 376th Street FROM WEST ON S 375th Street INTERVAL TOTALS Peds Bicycle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bicycle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Ri ht 04:15 PM 0 0 2 0 0 52 8 0 0 3 0 3 19 0 0 0 2 0 2 1 4 0 0 2 0 7 1 4 101 04:30 PM 0 0 3 0 2 63 6 0 0 0 0 2 15 1 0 0 1 0 0 1 0 0 0 0 0 7 0 3 100 04:45 PM 0 0 1 0 4 54 9 0 0 0 0 4 15 0 0 0 0 0 2 2 3 0 0 0 0 5 2 1 101 05:00 PM 1 0 2 0 0 60 5 0 0 4 0 3 23 0 0 0 0 0 2 0 4 0 0 0 0 4 0 3 104 05:15 PM 0 0 1 0 1 60 2 0 0 0 0 3 16 0 0 0 0 0 0 0 5 0 0 0 0 4 0 4 95 05:30 PM 0 0 0 0 0 75 7 0 0 1 0 0 4 23 1 0 0 0 0 1 1 0 0 0 0 0 2 0 0 114 05:45 PM 0 0 1 0 1 61 6 0 0 0 0 1 21 0 0 0 0 0 1 0 2 0 0 0 0 2 0 3 98 06:00 PM 0 0 0 0 0 45 3 0 0 0 0 3 11 0 0 0 0 0 1 0 1 0 0 0 0 6 0 0 70 PEAK HOUR TOTALS 1 0 1 4 0 1 5 1 249 1 23 0 0 4 0 1 14 1 77 1 1 0 0 1 0 0 5 1 3 1 12 0 0 1 0 0 1 15 1 2 1 8 INTERSECTION ALL MOVEMENTS 277 92 20 25 414 %HV 1.4% 4.3% 0.0% 0.0% 1.9% PEAK HOUR FACTOR 0.84 0.82 0.71 0.78 0.91 HV = Heavy Vehicle PHF = Peak Hour Factor 4:00 PM - 6:00 PM PEAK HOUR: 1 4:30 PM - 5:30 PM ROLLING HOUR COUNT FROM NORTH ON Milton Road S FROM SOUTH ON Milton Road S FROM EAST ON S 376th Street FROM WEST ON S 375th Street INTERVAL TOTALS TIME INTERVAL Bicycle HV U-Turn Left Thru a!at Peds Bicycle HV U-Turn Left Thru Right Peds Bicycle HV U-Turn Left Thru Ri ht Peds Bicycle HV U-Turn Left Thru Right 4:00 PM - 5:00 PM 0 8 0 6 229 28 0 0 7 0 12 72 1 0 0 3 0 6 4 11 0 0 2 0 23 3 11 406 4:15 PM - 5:15 PM r 0 7 0 7 237 22 0 0 4 0 12 69 1 0 0 1 0 4 3 12 0 0 0 0 20 2 11 400 4:30 PM - 5:30 PM 0 4 0 5 249 23 0 0 4 0 14 77 1 0 0 0 0 5 3 12 0 0 0 0 15 2 8 414 4:45 PM - 5:45 PM 0 4 0 2 256 20 0 0 4 0 11 83 1 0 0 0 0 4 1 11 0 0 0 0 12 0 10 411 5:00 PM - 6:00 PM 0 2 0 2 241 18 0 0 0 0 11 71 1 0 0 0 0 3 1 8 0 0 0 0 14 0 7 377 4:00 PM - 6:00 PM Total: 1 0 10 0 8 470 46 1 0 0 7 0 23 143 2 1 0 0 3 0 9 5 19 1 0 1 0 2 0 37 3 18 783 www.idaxdata.com 19th Way S &0014k S 369th St Date: 03/02/2022 N Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:00 PM to 5:00 PM rn cn �m 1 rn L r r ;; O O O O S 369th St 1 �+ 0 L 22 MUM TEV: 173 �2 24 OJ � • , LO 12 7 � PHF: 0.8 � 0 ~ V'Q 2> 3 S 369th St� 3S �0 n t r O � Cl) O N HV %: 4 0 1 0 i 0 < ������ �,rr O O O PHF EB 0.0% 0.61 r WB 0.0% 0.55 A Cl) NB 5.9% 0.77 SB 2.2% 0.65 TOTAL 2.3% 0.80 Two -Hour Count Summaries S 369th St S 369th St 19th Way S 19th Way S Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 1 1 2 0 0 0 5 0 0 11 0 0 10 7 5 42 0 4:15PM 0 6 2 1 0 0 1 2 0 0 6 0 0 11 19 6 54 0 4:30 PM 0 3 1 0 0 0 0 5 0 0 9 0 0 7 8 3 36 0 4:45 PM 0 2 3 0 0 0 1 10 0 1 7 0 0 3 11 3 41 173 5:00 PM 0 6 1 0 0 0 1 7 0 1 8 0 0 4 12 2 42 173 5:15 PM 0 4 2 0 0 0 1 6 0 1 6 0 0 6 14 3 43 162 5:30 PM 0 4 1 2 0 1 0 4 0 1 4 0 0 9 10 3 39 165 5:45 PM 0 0 2 2 0 0 0 5 0 1 7 0 0 11 4 2 34 158 Count Total 0 26 13 7 0 1 4 44 0 5 58 0 0 61 85 27 331 0 0 12 7 3 0 0 2 22 0 1 33 0 0 31 45 17 173 0 [LHV% 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 4 0 - 0% 0% 0% - - 0% 0% - 100% 3% - - 0% 2% 6% 2% 0 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total Start 4:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 1 0 0 2 2 4 1 0 0 0 0 0 1 0 0 1 0 1 Peak Hour 1 0 0 2 2 4 1 0 0 0 0 0 1 0 0 0 0 0 project. manager.wa@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles S 369th St S 369th St 19th Way S 19th Way S Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 2 4 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 1 1 0 0 0 1 1 4 0 Peak Hour 1 0 0 0 0 1 0 0 0 0 0 1 1 0 0 0 1 1 4 1 0 Two -Hour Count Summaries - Bikes S 369th St S 369th St 19th Way S 19th Way S Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5100 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U-Turn volumes for bikes are included in Left -Turn, if any. project. manager.wa@idaxdata.com www.idaxdata.com 19th Way S kfa�, S 375th St Date: 03/02/2022 N Peak Hour Count Period: 4:00 PM to 6:00 PM Peak Hour: 4:15 PM to 5:15 PM VN U) W I A O O N N N O O O v V S 375th St 1 L. L 19 fl00��G> TEV: 68 0 n 0 o L 0 o 0 o 0 PHF: 0.89 � 0 � 0 A 2 V 0 V t1 t r U)co t r CD CD EB HV %: PHF r A p WB 0.0% 0.79 11tJJJ N h NB 0.0% 0.44 SIB 0.0% 0.81 TOTAL 0.0% 0.89 Two -Hour Count Summaries 0 S 375th St 19th Way S 19th Way S Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 0 0 4 0 0 5 0 0 5 2 0 16 0 4:15PM 0 0 0 0 0 0 0 6 0 0 0 0 0 9 4 0 19 0 4:30 PM 0 0 0 0 0 0 0 3 0 0 3 0 0 5 5 0 16 0 4:45 PM 0 0 0 0 0 0 0 6 0 0 0 0 0 2 6 0 14 65 5:00 PM 0 0 0 0 0 0 0 4 0 0 4 0 0 6 5 0 19 68 5:15PM 0 0 0 0 0 0 0 2 0 0 3 0 0 8 2 0 15 64 5:30 PM 0 0 0 0 0 0 0 3 0 0 0 2 0 4 3 0 12 60 5:45 PM 0 0 0 0 0 0 0 2 0 0 3 0 0 2 3 0 10 56 Count Total 0 0 0 0 0 0 0 30 0 0 18 2 j 0 41 30 0 121 j 0 All 0 0 0 0 0 0 0 19 0 0 7 0 0 22 20 0 68 0 Peak HV 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hour HV% - 0% - 0% - 0% 0% - 0% 0 Note: Two-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SIB Total EB WB NB SIB Total East West North South Total Start 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 1 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 1 Peak Hr 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 project. manager.wa@idaxdata.com www.idaxdata.com Two -Hour Count Summaries - Heavy Vehicles 0 S 375th St 19th Way S 19th Way S Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Two -Hour Count Summaries - Bikes 0 S 375th St 19th Way S 19th Way S Interval 15-min Rolling Eastbound Westbound Northbound Southbound Start Total One Hour LT TH RT LT TH RT LT TH RT LT TH RT 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U-Turn volumes for bikes are included in Left -Turn, if any. project. manager.wa@idaxdata.com Attachment B: Speed Data 21 Vehicle Classification Report Sum Location: S 376th St SW-0 18th PI S Count Direction: Eastbound/Westbound Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 ■ DATA SOLUTIONS FHWA Vehicle Classification Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume Study Total Eastbound 5 247 53 0 16 9 0 0 0 0 0 0 0 330 Percent 1.5% 74.8% 16.1 % 0.0% 4.8% 2.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 7 248 111 0 11 9 0 0 1 1 0 0 0 388 Percent 1.8% 63.9% 28.6% 0.0% 2.8% 2.3% 0.0% 0.0% 0.3% 0.3% 0.0% 0.0% 0.0% 100% Total 12 495 164 0 27 18 0 0 1 1 0 0 0 718 Percent 1.7% 68.9% 22.8% 0.0% 3.8% 2.5% 0.0% 0.0% 0.1 % 0.1 % 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single -Trailer Trucks Class 2 - Passenger Cars Class 9 - Five -Axle Single -Trailer Trucks Class 3 - Other Two -Axle, Four -Tire Single Unit Vehicles Class 10 - Six or More Axle Single -Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi -Trailer Trucks Class 5 - Two -Axle, Six -Tire, Single -Unit Trucks Class 12 - Six -Axle Multi -Trailer Trucks Class 6 - Three -Axle Single -Unit Trucks Class 13 - Seven or More Axle Multi -Trailer Trucks Class 7 - Four or More Axle Single -Unit Trucks Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Wednesday, March 2, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 1:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 2:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 5:00PM 0 4 0 0 0 1 0 0 0 0 0 0 0 5 6:00PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 7:00PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 32 8 0 1 1 0 0 0 0 0 0 0 42 Percent 0.0% 76.2% 19.0% 0.0% 2.4% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Wednesday, March 2, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 1:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 3:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 4:00PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 5:00PM 0 4 1 0 0 1 0 0 0 0 0 0 0 6 6:00PM 0 10 0 0 0 0 0 0 0 1 0 0 0 11 7:00PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 8:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 45 9 0 1 1 0 0 0 1 0 0 0 57 Percent 0.0% 78.9% 15.8% 0.0% 1.8% 1.8% 0.0% 0.0% 0.0% 1.8% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Thursday, March 3, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 2 8:00 AM 0 4 0 0 0 2 0 0 0 0 0 0 0 6 9:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 12:00 PM 1 1 1 0 1 0 0 0 0 0 0 0 0 4 1:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00PM 0 2 0 0 0 1 0 0 0 0 0 0 0 3 3:00PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 4:00PM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 5:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 6:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 28 6 0 4 4 0 0 0 0 0 0 0 43 El Percent 2.3% 65.1% 14.0% 0.0% 9.3% 9.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Thursday, March 3, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 0 0 0 1 0 0 0 0 0 0 0 3 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 1:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00PM 1 1 2 0 0 0 0 0 0 0 0 0 0 4 3:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4:00PM 1 6 2 0 0 0 0 0 0 0 0 0 0 9 5:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 6:00PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 7:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 8:00PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 2 Total 2 39 11 0 2 1 0 0 0 0 0 0 0 55 E] Percent 3.6% 70.9% 20.0% 0.0% 3.6% 1.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Friday, March 4, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 2:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00PM 1 1 2 0 0 0 0 0 0 0 0 0 0 4 4:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 Total 1 30 9 0 1 0 0 0 0 0 0 0 0 41::] Percent 2.4% 73.2% 22.0% 0.0% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Friday, March 4, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00PM 1 1 1 0 2 0 0 0 0 0 0 0 0 5 2:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3:00PM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 4:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 5:00PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 7:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 Total 1 29 13 0 4 0 0 0 0 0 0 0 0 47 Percent 2.1% 61.7% 27.7% 0.0% 8.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Saturday, March 5, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 6 1 0 0 1 0 0 0 0 0 0 0 8 1:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 4:00PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 5:00PM 1 4 0 0 0 0 0 0 0 0 0 0 0 5 6:00PM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 7:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 8:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 5 0 0 1 0 0 0 0 0 0 0 0 6 10:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 11:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 Total 1 49 10 0 1 1 0 0 0 0 0 0 0 62 Percent 1.6% 79.0% 16.1% 0.0% 1.6% 1.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Saturday, March 5, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 1:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00PM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 3:00PM 0 2 1 0 0 0 0 0 1 0 0 0 0 4 4:00PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 5:00PM 1 4 6 0 0 0 0 0 0 0 0 0 0 11 6:00PM 0 4 4 0 0 0 0 0 0 0 0 0 0 8 7:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 10:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 11:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 1 40 24 0 0 0 0 0 1 0 0 0 0 66 Percent 1.5% 60.6% 36.4% 0.0% 0.0% 0.0% 0.0% 0.0% 1.5% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Sunday, March 6, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 0 7 0 0 0 0 0 0 0 0 0 0 0 7 11:00 AM 1 4 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 2 1:00PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 2:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 3:00PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 4:00PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 5:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00PM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 33 3 0 3 1 0 0 0 0 0 0 0 41::] Percent 2.4% 80.5% 7.3% 0.0% 7.3% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 10 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Sunday, March 6, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 1 2 1 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 1:00PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 2:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00PM 0 0 2 0 0 1 0 0 0 0 0 0 0 3 5:00PM 0 3 5 0 0 0 0 0 0 0 0 0 0 8 6:00PM 0 1 1 0 0 1 0 0 0 0 0 0 0 3 7:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 23 16 0 1 2 0 0 0 0 0 0 0 43 E] Percent 2.3% 53.5% 37.2% 0.0% 2.3% 4.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 11 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Monday, March 7, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 6:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 9:00 AM 0 4 0 0 0 2 0 0 0 0 0 0 0 6 10:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 1:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00PM 1 2 1 0 0 0 0 0 0 0 0 0 0 4 3:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 5:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 7:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 Total 1 44 8 0 1 2 0 0 0 0 0 0 0 56 Percent 1.8% 78.6% 14.3% 0.0% 1.8% 3.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 12 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Monday, March 7, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 2 9:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 10:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 4 3 0 0 0 0 0 0 0 0 0 0 7 12:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 1:00PM 1 1 1 0 0 0 0 0 0 0 0 0 0 3 2:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 4:00PM 0 0 2 0 0 2 0 0 0 0 0 0 0 4 5:00PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 2 4 0 0 1 0 0 0 0 0 0 0 7 7:00PM 0 5 2 0 0 0 0 0 0 0 0 0 0 7 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 11:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 Total 1 36 23 0 1 4 0 0 0 0 0 0 0 65 El Percent 1.5% 55.4% 35.4% 0.0% 1.5% 6.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 13 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Tuesday, March 8, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 2 0 1 0 0 0 0 0 0 0 0 3 9:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 11:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 2:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 4:00PM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 5:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00PM 0 1 2 0 1 0 0 0 0 0 0 0 0 4 7:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 31 9 0 5 0 0 0 0 0 0 0 0 45 E] Percent 0.0% 68.9% 20.0% 0.0% 11.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 14 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Tuesday, March 8, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00PM 1 7 1 0 0 0 0 0 0 0 0 0 0 9 2:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00PM 0 5 4 0 0 0 0 0 0 0 0 0 0 9 5:00PM 0 1 2 0 0 0 0 0 0 0 0 0 0 3 6:00PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 7:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 8:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 9:00PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 10:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 11:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 Total 1 36 15 0 2 1 0 0 0 0 0 0 0 55 E] Percent 1.8% 65.5% 27.3% 0.0% 3.6% 1.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 15 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Total Study Average Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 1:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 5:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 6:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 7:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 37 7 0 0 0 0 0 0 0 0 0 0 44 Percent 0.0% 84.1% 15.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 16 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Total Study Average Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 1:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4:00PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 5:00PM 0 2 3 0 0 0 0 0 0 0 0 0 0 5 6:00PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 7:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 8:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 Total 0 36 16 0 0 0 0 0 0 0 0 0 0 52 Percent 0.0% 69.2% 30.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 17 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 3-Day (Tuesday - Thursday) Average Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 2 1 0 0 1 0 0 0 0 0 0 0 4 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 12:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 1:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4:00PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 5:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00PM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 7:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 31 7 0 3 1 0 0 0 0 0 0 0 42 Percent 0.0% 73.8% 16.7% 0.0% 7.1% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 18 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 3-Day (Tuesday - Thursday) Average Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 1:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 2:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 4:00PM 0 5 2 0 0 0 0 0 0 0 0 0 0 7 5:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 6:00PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 7:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 8:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 Total 0 39 9 0 2 0 0 0 0 0 0 0 0 50 E] Percent 0.0% 78.0% 18.0% 0.0% 4.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 19 Vehicle Speed Report Summary DATA SOLUTIONS Location: S 376th St SW-0 18th PI S Count Direction: Eastbound / Westbound Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Speed Range (mph) Total 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85, Volume Study Total Eastbound 34 105 139 47 4 1 0 0 0 0 0 0 0 0 0 0 0 330 Percent 10.3% 31.8% 42.1 % 14.2% 1.2% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 24 97 176 68 22 1 0 0 0 0 0 0 0 0 0 0 0 388 Percent 6.2% 25.0% 45.4% 17.5% 5.7% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 58 202 315 115 26 2 0 0 0 0 0 0 0 0 0 0 0 718 Percent 8.1 % 28.1 % 43.9% 16.0% 3.6% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total toy Percentile Speed Summary Total Study Speed Statistics Eastbound Eastbound 50th Percentile (Median) 15.7 mph Mean (Average) Speed 15.8 mph 85th Percentile 20.2 mph 10 mph Pace 11.1 - 21.1 mph 95th Percentile 23.2 mph Percent in Pace 75.8 % Westbound Westbound 50th Percentile (Median) 16.3 mph Mean (Average) Speed 16.9 mph 85th Percentile 21.4 mph 10 mph Pace 12.4 - 22.4 mph 95th Percentile 25.8 mph Percent in Pace 76.8 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Wednesday, March 2, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 PM 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 14 19 6 1 0 0 0 0 0 0 0 0 0 0 0 0 42 Percent 4.8% 33.3% 45.2% 14.3% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 15.6 mph Mean (Average) Speed 15.8 mph 85th Percentile 20.6 mph 10 mph Pace 9.7 - 19.7 mph 95th Percentile 23.6 mph Percent in Pace 78.6 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Wednesday, March 2, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 1 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6:00 PM 0 4 6 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11 7:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 3 26 26 2 0 0 0 0 0 0 0 0 0 0 0 0 0 57 Percent 5.3% 45.6% 45.6% 3.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 15.0 mph Mean (Average) Speed 14.7 mph 85th Percentile 18.0 mph 10 mph Pace 9.8 - 19.8 mph 95th Percentile 20.0 mph Percent in Pace 92.98 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Thursday, March 3, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 9:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 12:00 PM 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7 4:00 PM 1 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 0 7 5:00 PM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 5 12 21 5 0 0 0 0 0 0 0 0 0 0 0 0 0 43 Percent 11.6% 27.9% 48.8% 11.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 16.3 mph Mean (Average) Speed 15.4 mph 85th Percentile 19.3 mph 10 mph Pace 11.3 - 21.3 mph 95th Percentile 21.0 mph Percent in Pace 83.7 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Thursday, March 3, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3:00 PM 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 3 4 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 9 5:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 8:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 4 13 22 14 2 0 0 0 0 0 0 0 0 0 0 0 0 55 Percent 7.3% 23.6% 40.0% 25.5% 3.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 16.0 mph Mean (Average) Speed 16.7 mph 85th Percentile 21.4 mph 10 mph Pace 11.5 - 21.5 mph 95th Percentile 24.8 mph Percent in Pace 80 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Friday, March 4, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 5 21 11 4 0 0 0 0 0 0 0 0 0 0 0 0 0 41 Percent 12.2% 51.2% 26.8% 9.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 14.3 mph Mean (Average) Speed 14.7 mph 85th Percentile 18.7 mph 10 mph Pace 8.2 - 18.2 mph 95th Percentile 21.0 mph Percent in Pace 80.5 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Friday, March 4, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 2 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 6 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 4:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 7:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Total 3 15 13 12 4 0 0 0 0 0 0 0 0 0 0 0 0 47 Percent 6.4% 31.9% 27.7% 25.5% 8.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 16.1 mph Mean (Average) Speed 17.3 mph 85th Percentile 23.4 mph 10 mph Pace 12.2 - 22.2 mph 95th Percentile 27.2 mph Percent in Pace 70.21 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Saturday, March 5, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 1:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 0 1 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 5 6:00 PM 0 3 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 7:00 PM 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8:00 PM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 6 10:00 PM 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 5 14 30 12 1 0 0 0 0 0 0 0 0 0 0 0 0 62 Percent 8.1% 22.6% 48.4% 19.4% 1.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 16.9 mph Mean (Average) Speed 16.8 mph 85th Percentile 21.1 mph 10 mph Pace 13.3 - 23.3 mph 95th Percentile 23.1 mph Percent in Pace 79.0 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Saturday, March 5, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 3 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 PM 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 0 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 1 9 1 0 0 0 0 0 0 0 0 0 0 0 0 0 11 6:00 PM 0 1 1 2 4 0 0 0 0 0 0 0 0 0 0 0 0 8 7:00 PM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 10:00 PM 1 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 1 9 33 18 5 0 0 0 0 0 0 0 0 0 0 0 0 66 Percent 1.5% 13.6% 50.0% 27.3% 7.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 19.2 mph Mean (Average) Speed 18.9 mph 85th Percentile 22.7 mph 10 mph Pace 12.1 - 22.1 mph 95th Percentile 27.2 mph Percent in Pace 83.33 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Sunday, March 6, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 1 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 11:00 AM 2 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 0 4 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6:00 PM 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 4 14 17 5 1 0 0 0 0 0 0 0 0 0 0 0 0 41 Percent 9.8% 34.1% 41.5% 12.2% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 15.7 mph Mean (Average) Speed 15.9 mph 85th Percentile 20.1 mph 10 mph Pace 8.4 - 18.4 mph 95th Percentile 24.6 mph Percent in Pace 80.5 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 10 Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Sunday, March 6, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 2 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 2 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 PM 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 3 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 6:00 PM 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 4 8 18 10 3 0 0 0 0 0 0 0 0 0 0 0 0 43 Percent 9.3% 18.6% 41.9% 23.3% 7.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 15.7 mph Mean (Average) Speed 17 mph 85th Percentile 22.3 mph 10 mph Pace 13.1 - 23.1 mph 95th Percentile 29.1 mph Percent in Pace 76.74 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 11 Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Monday, March 7, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 9:00 AM 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 10:00 AM 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2:00 PM 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 3:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 PM 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 8 13 25 10 0 0 0 0 0 0 0 0 0 0 0 0 0 56 Percent 14.3% 23.2% 44.6% 17.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 15.4 mph Mean (Average) Speed 15.6 mph 85th Percentile 20.6 mph 10 mph Pace 11.7 - 21.7 mph 95th Percentile 23.5 mph Percent in Pace 73.2 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 12 Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Monday, March 7, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 3 4 0 0 0 0 0 0 0 0 0 0 0 0 8 10:00 AM 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 6 0 1 0 0 0 0 0 0 0 0 0 0 0 0 7 12:00 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 1 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 7:00 PM 0 0 3 3 1 0 0 0 0 0 0 0 0 0 0 0 0 7 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 3 9 35 10 7 1 0 0 0 0 0 0 0 0 0 0 0 65 Percent 4.6% 13.8% 53.8% 15.4% 10.8% 1.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 17.4 mph Mean (Average) Speed 18.2 mph 85th Percentile 22.8 mph 10 mph Pace 12.4 - 22.4 mph 95th Percentile 28.7 mph Percent in Pace 78.46 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 13 Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Tuesday, March 8, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 1 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 2:00 PM 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 PM 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 2 1 0 1 0 0 0 0 0 0 0 0 0 0 0 4 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 5 17 16 5 1 1 0 0 0 0 0 0 0 0 0 0 0 45 Percent 11.1% 37.8% 35.6% 11.1% 2.2% 2.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 15.3 mph Mean (Average) Speed 15.7 mph 85th Percentile 20.3 mph 10 mph Pace 10.4 - 20.4 mph 95th Percentile 27.5 mph Percent in Pace 75.6 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 14 Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Tuesday, March 8, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 PM 5 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 2:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 PM 0 3 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 5:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 PM 1 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 7:00 PM 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 8:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 2 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 10:00 PM 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 6 17 29 2 1 0 0 0 0 0 0 0 0 0 0 0 0 55 Percent 10.9% 30.9% 52.7% 3.6% 1.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 15.4 mph Mean (Average) Speed 15.2 mph 85th Percentile 18.2 mph 10 mph Pace 8.7 - 18.7 mph 95th Percentile 21.1 mph Percent in Pace 87.27 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 15 Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Total Study Average Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 11:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 1:00 PM 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 3 12 18 6 0 0 0 0 0 0 0 0 0 0 0 0 0 39 Percent 7.7% 30.8% 46.2% 15.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 15.7 mph Mean (Average) Speed 15.8 mph 85th Percentile 20.2 mph 10 mph Pace 11.1 - 21.1 mph 95th Percentile 23.2 mph Percent in Pace 75.8 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 16 Location: S 376th St SW-0 18th PI S ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 01 Total Study Average Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1:00 PM 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 1 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 6:00 PM 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 0 0 5 7:00 PM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 2 15 24 10 2 0 0 0 0 0 0 0 0 0 0 0 0 53 Percent 3.8% 28.3% 45.3% 18.9% 3.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 16.3 mph Mean (Average) Speed 16.9 mph 85th Percentile 21.4 mph 10 mph Pace 12.4 - 22.4 mph 95th Percentile 25.8 mph Percent in Pace 76.8 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 17 Location: S 376th St SW-0 18th PI S Date Range: 3/2/2022 - 3/8/2022 Site Code: 01 e&1 DATA SOLUTIONS Wednesday Thursday Friday Saturday Sunday Monday Tuesday 3/2/2022 3/3/2022 3/4/2022 3/5/2022 3/6/2022 3/7/2022 3/8/2022 Mid -Week Average Time EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 1 1 2 0 4 4 0 0 0 0 0 0 1 1 2 2 2 4 0 0 0 0 2 2 1:00 AM 1 1 2 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 1 0 1 2 1 3 0 1 1 1 0 1 2 1 3 1 0 1 1 0 1 4:00 AM 1 1 2 1 0 1 1 0 1 1 0 1 0 0 0 0 0 0 1 0 1 1 0 1 5:00 AM 1 0 1 1 0 1 0 1 1 0 1 1 0 0 0 1 0 1 1 1 2 1 0 1 6:00 AM 1 0 1 1 2 3 2 2 4 1 0 1 1 0 1 3 1 4 1 1 2 1 1 2 7:00 AM 2 1 3 2 0 2 2 0 2 1 2 3 0 0 0 1 0 1 2 0 2 2 0 2 8:00 AM 4 1 5 6 3 9 5 4 9 3 2 5 0 0 0 5 2 7 3 3 6 4 2 7 9:00 AM 1 2 3 3 3 6 1 2 3 2 1 3 0 1 1 6 8 14 2 1 3 2 2 4 10:00 AM 2 2 4 2 0 2 2 0 2 2 5 7 7 4 11 4 4 8 2 2 4 2 1 3 11:00 AM 2 2 4 1 4 5 2 2 4 3 0 3 5 4 9 3 7 10 2 2 4 2 3 4 12:00 PM 2 2 4 4 6 10 1 1 2 8 5 13 2 5 7 5 3 8 0 0 0 2 3 5 1:00 PM 2 3 5 0 1 1 4 5 9 1 0 1 2 5 7 1 3 4 6 9 15 3 4 7 2:00 PM 2 5 7 3 4 7 3 1 4 2 5 7 3 2 5 4 2 6 2 1 3 2 3 6 3:00 PM 2 3 5 7 4 11 4 8 12 3 4 7 5 1 6 2 5 7 3 1 4 4 3 7 4:00 PM 3 6 9 7 9 16 1 4 5 6 6 12 6 3 9 3 4 7 4 9 13 5 8 13 5:00 PM 5 6 11 2 2 4 4 4 8 5 11 16 2 8 10 4 4 8 1 3 4 3 4 6 6:00 PM 4 11 15 1 2 3 1 5 6 8 8 16 3 3 6 3 7 10 4 6 10 3 6 9 7:00 PM 4 2 6 0 5 5 0 1 1 4 3 7 0 1 1 4 7 11 1 5 6 2 4 6 8:00 PM 0 1 1 1 2 3 2 1 3 1 1 2 1 3 4 1 0 1 4 2 6 2 2 3 9:00 PM 1 3 4 0 0 0 1 1 2 6 4 10 1 0 1 0 2 2 1 5 6 1 3 3 10:00 PM 1 2 3 0 2 2 0 0 0 3 4 7 1 1 2 0 1 1 4 3 7 2 2 4 11:00 PM 0 2 2 0 2 2 3 4 7 2 2 4 0 0 0 2 2 4 0 1 1 0 2 2 Total 42 57 99 43 55 98 41 47 88 62 66 128 41 43 84 56 65 121 45 55 100 43 56 99 Percent 42% 58% 44% 56% 47% 53% 48% 52% 49% 51% 46% 54% 45% 55% 44% 56% 1. Mid -week average includes data between Tuesday and Thursday. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Vehicle Classification Report Sum Location: 19th Way S N-O Block 37200 Count Direction: Northbound / Southbound Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 ■ DATA SOLUTIONS FHWA Vehicle Classification Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume Study Total Northbound 5 2,248 571 0 272 14 0 1 0 0 0 0 0 3,111 Percent 0.2% 72.3% 18.4% 0.0% 8.7% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Southbound 7 2,460 597 0 221 64 0 1 0 1 0 0 1 3,352 Percent 0.2% 73.4% 17.8% 0.0% 6.6% 1.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 12 4,708 1,168 0 493 78 0 2 0 1 0 0 1 6,463 Percent 0.2% 72.8% 18.1 % 0.0% 7.6% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single -Trailer Trucks Class 2 - Passenger Cars Class 9 - Five -Axle Single -Trailer Trucks Class 3 - Other Two -Axle, Four -Tire Single Unit Vehicles Class 10 - Six or More Axle Single -Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi -Trailer Trucks Class 5 - Two -Axle, Six -Tire, Single -Unit Trucks Class 12 - Six -Axle Multi -Trailer Trucks Class 6 - Three -Axle Single -Unit Trucks Class 13 - Seven or More Axle Multi -Trailer Trucks Class 7 - Four or More Axle Single -Unit Trucks Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Wednesday, March 2, 2022 Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 5 0 0 1 0 0 0 0 0 0 0 0 6 4:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 5:00 AM 0 6 1 0 4 0 0 0 0 0 0 0 0 11 6:00 AM 0 24 3 0 1 0 0 0 0 0 0 0 0 28 7:00 AM 0 37 6 0 4 0 0 0 0 0 0 0 0 47 8:00 AM 0 21 7 0 3 0 0 0 0 0 0 0 0 31 9:00 AM 0 14 4 0 1 0 0 0 0 0 0 0 0 19 10:00 AM 0 14 2 0 1 0 0 0 0 0 0 0 0 17 11:00 AM 0 11 3 0 2 0 0 0 0 0 0 0 0 16 12:00 PM 0 12 8 0 1 1 0 0 0 0 0 0 0 22 1:00PM 0 17 4 0 0 0 0 0 0 0 0 0 0 21 2:00 PM 0 19 5 0 2 0 0 0 0 0 0 0 0 26 3:00 PM 1 16 4 0 2 0 0 0 0 0 0 0 0 23 4:00 PM 0 25 7 0 2 0 0 0 0 0 0 0 0 34 5:00 PM 0 24 3 0 2 0 0 0 0 0 0 0 0 29 6:00 PM 0 20 7 0 2 0 0 0 0 0 0 0 0 29 7:00PM 0 16 5 0 0 0 0 0 0 0 0 0 0 21 8:00PM 0 11 2 0 1 0 0 0 0 0 0 0 0 14 9:00PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 10:00 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 Total 1 322 75 0 29 1 0 0 0 0 0 0 0 428 Percent 0.2% 75.2% 17.5% 0.0% 6.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Wednesday, March 2, 2022 Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 1:00 AM 0 2 0 0 1 1 0 0 0 0 0 0 0 4 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 6:00 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 7:00 AM 0 11 2 0 1 0 0 0 0 0 0 0 0 14 8:00 AM 0 12 5 0 1 0 0 0 0 0 0 0 0 18 9:00 AM 0 14 1 0 1 0 0 0 0 0 0 0 0 16 10:00 AM 0 8 4 0 0 0 0 0 0 0 0 0 0 12 11:00 AM 0 9 4 0 0 1 0 0 0 0 0 0 0 14 12:00 PM 0 14 9 0 1 1 0 0 0 0 0 0 0 25 1:00 PM 0 15 3 0 5 0 0 0 0 0 0 0 0 23 2:00 PM 0 37 7 0 1 0 0 0 0 0 0 0 0 45 3:00 PM 0 28 9 0 1 2 0 0 0 0 0 0 0 40 4:00 PM 0 35 8 0 5 3 0 0 0 0 0 0 0 51 5:00 PM 0 39 7 0 1 0 0 0 0 0 0 0 0 47 6:00 PM 0 35 11 0 3 0 0 0 0 0 0 0 0 49 7:00 PM 0 23 9 0 1 1 0 0 0 0 0 0 0 34 8:00PM 0 12 5 0 0 1 0 0 0 0 0 0 0 18 9:00 PM 0 30 4 0 1 3 0 0 0 0 0 0 0 38 10:00 PM 0 12 1 0 0 0 0 0 0 0 0 0 0 13 11:00 PM 0 5 1 0 1 1 0 0 0 0 0 0 0 8 Total 0 356 91 0 25 14 0 0 0 0 0 0 0 486 Percent 0.0% 73.3% 18.7% 0.0% 5.1% 2.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Thursday, March 3, 2022 Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 4:00 AM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 5:00 AM 0 7 0 0 2 0 0 0 0 0 0 0 0 9 6:00 AM 0 17 4 0 1 0 0 0 0 0 0 0 0 22 7:00 AM 0 28 11 0 2 0 0 0 0 0 0 0 0 41 8:00 AM 0 19 15 0 0 0 0 0 0 0 0 0 0 34 9:00 AM 0 26 4 0 4 0 0 0 0 0 0 0 0 34 10:00 AM 0 21 5 0 4 0 0 0 0 0 0 0 0 30 11:00 AM 0 14 4 0 2 0 0 0 0 0 0 0 0 20 12:00 PM 1 13 1 0 2 0 0 0 0 0 0 0 0 17 1:00PM 0 12 6 0 1 0 0 0 0 0 0 0 0 19 2:00 PM 0 20 9 0 8 0 0 0 0 0 0 0 0 37 3:00 PM 0 23 7 0 3 0 0 0 0 0 0 0 0 33 4:00 PM 0 22 7 0 4 1 0 0 0 0 0 0 0 34 5:00 PM 0 19 7 0 3 0 0 0 0 0 0 0 0 29 6:00 PM 0 19 3 0 3 0 0 0 0 0 0 0 0 25 7:00PM 0 13 1 0 3 0 0 0 0 0 0 0 0 17 8:00PM 0 11 3 0 2 0 0 0 0 0 0 0 0 16 9:00PM 0 9 1 0 0 0 0 0 0 0 0 0 0 10 10:00 PM 0 9 3 0 0 0 0 0 0 0 0 0 0 12 11:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 1 312 94 0 46 1 0 0 0 0 0 0 0 454 Percent 0.2% 68.7% 20.7% 0.0% 10.1% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Thursday, March 3, 2022 Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 1:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 8 0 0 0 0 0 0 0 0 0 0 0 8 7:00 AM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 8:00 AM 0 13 7 0 2 0 0 0 0 0 0 0 0 22 9:00 AM 2 22 5 0 2 0 0 0 0 0 0 0 0 31 10:00 AM 0 11 1 0 0 0 0 0 0 0 0 0 0 12 11:00 AM 0 17 2 0 2 0 0 0 0 0 0 0 0 21 12:00 PM 0 26 3 0 0 0 0 0 0 0 0 0 0 29 1:00PM 0 9 2 0 4 0 0 0 0 0 0 0 0 15 2:00 PM 1 16 10 0 6 0 0 0 0 0 0 0 0 33 3:00 PM 0 33 8 0 6 0 0 0 0 0 0 0 0 47 4:00 PM 0 36 13 0 5 2 0 0 0 0 0 0 0 56 5:00 PM 0 32 8 0 6 1 0 0 0 0 0 0 0 47 6:00 PM 0 25 9 0 4 2 0 0 0 0 0 0 1 41 7:00 PM 0 20 5 0 0 0 0 0 0 0 0 0 0 25 8:00 PM 0 22 6 0 1 1 0 0 0 0 0 0 0 30 9:00 PM 0 18 5 0 1 0 0 0 0 0 0 0 0 24 10:00 PM 0 14 4 0 2 0 0 0 0 0 0 0 0 20 11:00 PM 0 8 4 0 1 0 0 0 0 0 0 0 0 13 Total 3 344 93 0 43 7 0 0 0 0 0 0 1 491 Percent 0.6% 70.1% 18.9% 0.0% 8.8% 1.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.2% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Friday, March 4, 2022 Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 3:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 4:00 AM 0 2 1 0 2 0 0 0 0 0 0 0 0 5 5:00 AM 0 9 2 0 1 0 0 0 0 0 0 0 0 12 6:00 AM 0 20 6 0 1 0 0 0 0 0 0 0 0 27 7:00 AM 0 23 9 0 5 0 0 0 0 0 0 0 0 37 8:00 AM 0 24 12 0 3 0 0 0 0 0 0 0 0 39 9:00 AM 0 16 6 0 2 0 0 0 0 0 0 0 0 24 10:00 AM 0 11 5 0 4 0 0 0 0 0 0 0 0 20 11:00 AM 0 10 2 0 5 0 0 0 0 0 0 0 0 17 12:00 PM 0 20 6 0 2 0 0 0 0 0 0 0 0 28 1:00 PM 0 20 4 0 3 0 0 0 0 0 0 0 0 27 2:00PM 0 11 5 0 2 0 0 0 0 0 0 0 0 18 3:00 PM 1 20 5 0 4 0 0 0 0 0 0 0 0 30 4:00PM 0 19 6 0 6 0 0 0 0 0 0 0 0 31 5:00 PM 0 16 6 0 4 0 0 0 0 0 0 0 0 26 6:00 PM 0 23 7 0 5 0 0 0 0 0 0 0 0 35 7:00 PM 0 19 4 0 2 0 0 0 0 0 0 0 0 25 8:00 PM 0 17 4 0 1 0 0 0 0 0 0 0 0 22 9:00PM 0 15 2 0 0 0 0 0 0 0 0 0 0 17 10:00 PM 0 3 0 0 0 1 0 0 0 0 0 0 0 4 11:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 Total 1 316 94 0 52 1 0 0 0 0 0 0 0 464 Percent 0.2% 68.1% 20.3% 0.0% 11.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Friday, March 4, 2022 Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 4 0 0 0 2 0 0 0 0 0 0 0 6 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 7:00 AM 0 9 2 0 1 1 0 0 0 0 0 0 0 13 8:00 AM 0 17 7 0 0 0 0 0 0 0 0 0 0 24 9:00 AM 0 10 5 0 4 0 0 0 0 0 0 0 0 19 10:00 AM 0 8 3 0 1 0 0 0 0 0 0 0 0 12 11:00 AM 0 11 6 0 2 0 0 0 0 0 0 0 0 19 12:00 PM 0 14 5 0 4 0 0 0 0 0 0 0 0 23 1:00 PM 0 16 3 0 2 0 0 0 0 1 0 0 0 22 2:00 PM 0 22 10 0 3 0 0 0 0 0 0 0 0 35 3:00 PM 0 33 12 0 5 0 0 0 0 0 0 0 0 50 4:00 PM 0 40 7 0 4 1 0 0 0 0 0 0 0 52 5:00 PM 0 31 3 0 3 3 0 0 0 0 0 0 0 40 6:00 PM 0 33 12 0 3 2 0 0 0 0 0 0 0 50 7:00 PM 0 25 9 0 1 0 0 0 0 0 0 0 0 35 8:00 PM 0 26 6 0 1 0 0 0 0 0 0 0 0 33 9:00PM 0 16 1 0 2 2 0 0 0 0 0 0 0 21 10:00 PM 0 13 3 0 0 0 0 0 0 0 0 0 0 16 11:00 PM 0 9 2 0 2 2 0 0 0 0 0 0 0 15 Total 0 349 100 0 38 13 0 0 0 1 0 0 0 501 Percent 0.0% 69.7% 20.0% 0.0% 7.6% 2.6% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Saturday, March 5, 2022 Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 2:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 3 0 0 2 0 0 0 0 0 0 0 0 5 6:00 AM 0 6 2 0 1 0 0 0 0 0 0 0 0 9 7:00 AM 0 9 3 0 1 0 0 0 0 0 0 0 0 13 8:00 AM 0 17 5 0 3 0 0 0 0 0 0 0 0 25 9:00 AM 0 16 10 0 3 0 0 0 0 0 0 0 0 29 10:00 AM 0 13 7 0 3 2 0 0 0 0 0 0 0 25 11:00 AM 0 25 5 0 3 0 0 0 0 0 0 0 0 33 12:00 PM 0 30 4 0 0 0 0 0 0 0 0 0 0 34 1:00 PM 0 29 7 0 1 1 0 0 0 0 0 0 0 38 2:00 PM 0 27 5 0 2 0 0 1 0 0 0 0 0 35 3:00 PM 0 16 6 0 1 2 0 0 0 0 0 0 0 25 4:00 PM 0 28 6 0 3 1 0 0 0 0 0 0 0 38 5:00 PM 0 20 7 0 2 0 0 0 0 0 0 0 0 29 6:00 PM 0 24 4 0 1 0 0 0 0 0 0 0 0 29 7:00PM 0 14 2 0 3 0 0 0 0 0 0 0 0 19 8:00 PM 0 16 2 0 2 0 0 0 0 0 0 0 0 20 9:00PM 0 12 1 0 1 0 0 0 0 0 0 0 0 14 10:00 PM 0 7 2 0 1 0 0 0 0 0 0 0 0 10 11:00 PM 0 8 1 0 0 0 0 0 0 0 0 0 0 9 Total 0 330 81 0 33 6 0 1 0 0 0 0 0 451 Percent 0.0% 73.2% 18.0% 0.0% 7.3% 1.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Saturday, March 5, 2022 Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 5 2 0 0 1 0 0 0 0 0 0 0 8 2:00 AM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 6 1 0 1 0 0 0 0 0 0 0 0 8 8:00 AM 0 10 4 0 5 0 0 0 0 0 0 0 0 19 9:00 AM 0 16 4 0 3 0 0 0 0 0 0 0 0 23 10:00 AM 0 9 4 0 1 0 0 0 0 0 0 0 0 14 11:00 AM 0 17 4 0 2 1 0 0 0 0 0 0 0 24 12:00 PM 0 33 3 0 4 0 0 0 0 0 0 0 0 40 1:00 PM 0 37 6 0 3 0 0 0 0 0 0 0 0 46 2:00 PM 0 32 6 0 1 1 0 0 0 0 0 0 0 40 3:00 PM 0 16 5 0 3 1 0 0 0 0 0 0 0 25 4:00 PM 0 28 7 0 1 0 0 0 0 0 0 0 0 36 5:00 PM 1 31 7 0 4 0 0 0 0 0 0 0 0 43 6:00 PM 0 26 10 0 1 0 0 0 0 0 0 0 0 37 7:00 PM 0 22 8 0 3 3 0 0 0 0 0 0 0 36 8:00 PM 0 18 5 0 3 0 0 0 0 0 0 0 0 26 9:00PM 0 13 3 0 1 0 0 0 0 0 0 0 0 17 10:00 PM 0 16 4 0 1 0 0 0 0 0 0 0 0 21 11:00 PM 0 11 4 0 1 0 0 0 0 0 0 0 0 16 Total 1 359 90 0 39 7 0 0 0 0 0 0 0 496 Percent 0.2% 72.4% 18.1% 0.0% 7.9% 1.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Sunday, March 6, 2022 Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 2 3 0 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 7:00 AM 0 5 3 0 0 0 0 0 0 0 0 0 0 8 8:00 AM 0 12 5 0 3 0 0 0 0 0 0 0 0 20 9:00 AM 0 28 9 0 1 0 0 0 0 0 0 0 0 38 10:00 AM 0 30 3 0 3 0 0 0 0 0 0 0 0 36 11:00 AM 0 27 3 0 3 0 0 0 0 0 0 0 0 33 12:00 PM 0 16 10 0 0 0 0 0 0 0 0 0 0 26 1:00 PM 0 24 3 0 2 1 0 0 0 0 0 0 0 30 2:00 PM 1 18 8 0 2 0 0 0 0 0 0 0 0 29 3:00 PM 0 27 3 0 2 0 0 0 0 0 0 0 0 32 4:00 PM 0 27 7 0 0 0 0 0 0 0 0 0 0 34 5:00 PM 0 27 10 0 2 0 0 0 0 0 0 0 0 39 6:00 PM 0 16 4 0 4 0 0 0 0 0 0 0 0 24 7:00 PM 0 22 0 0 0 0 0 0 0 0 0 0 0 22 8:00 PM 0 19 4 0 2 0 0 0 0 0 0 0 0 25 9:00PM 0 7 2 0 0 0 0 0 0 0 0 0 0 9 10:00 PM 0 7 3 0 0 0 0 0 0 0 0 0 0 10 11:00 PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 Total 1 329 81 0 26 1 0 0 0 0 0 0 0 438 Percent 0.2% 75.1% 18.5% 0.0% 5.9% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 10 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Sunday, March 6, 2022 Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 6 3 0 0 0 0 0 0 0 0 0 0 9 1:00 AM 0 3 1 0 0 1 0 0 0 0 0 0 0 5 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 3 3 0 1 0 0 0 0 0 0 0 0 7 9:00 AM 0 11 0 0 0 0 0 0 0 0 0 0 0 11 10:00 AM 0 30 1 0 0 0 0 0 0 0 0 0 0 31 11:00 AM 0 22 7 0 4 0 0 0 0 0 0 0 0 33 12:00 PM 0 28 6 0 1 0 0 0 0 0 0 0 0 35 1:00 PM 0 25 3 0 1 0 0 0 0 0 0 0 0 29 2:00 PM 1 24 4 0 2 0 0 0 0 0 0 0 0 31 3:00 PM 0 28 3 0 1 0 0 0 0 0 0 0 0 32 4:00 PM 0 30 6 0 0 0 0 0 0 0 0 0 0 36 5:00 PM 0 34 5 0 2 1 0 0 0 0 0 0 0 42 6:00 PM 1 33 5 0 3 1 0 0 0 0 0 0 0 43 7:00 PM 0 21 3 0 2 0 0 0 0 0 0 0 0 26 8:00 PM 0 26 5 0 2 2 0 0 0 0 0 0 0 35 9:00PM 0 14 3 0 0 0 0 0 0 0 0 0 0 17 10:00 PM 0 11 2 0 0 0 0 0 0 0 0 0 0 13 11:00 PM 0 5 2 0 0 0 0 0 0 0 0 0 0 7 Total 2 363 63 0 19 5 0 0 0 0 0 0 0 452 Percent 0.4% 80.3% 13.9% 0.0% 4.2% 1.1% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 11 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Monday, March 7, 2022 Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 3 1 0 0 1 0 0 0 0 0 0 0 5 4:00 AM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 5:00 AM 0 8 1 0 4 0 0 0 0 0 0 0 0 13 6:00 AM 0 21 3 0 1 0 0 0 0 0 0 0 0 25 7:00 AM 0 32 6 0 5 0 0 0 0 0 0 0 0 43 8:00 AM 0 26 6 0 3 0 0 0 0 0 0 0 0 35 9:00 AM 0 16 4 0 5 1 0 0 0 0 0 0 0 26 10:00 AM 0 17 6 0 2 0 0 0 0 0 0 0 0 25 11:00 AM 0 19 2 0 2 0 0 0 0 0 0 0 0 23 12:00 PM 0 21 5 0 1 2 0 0 0 0 0 0 0 29 1:00 PM 1 22 2 0 0 0 0 0 0 0 0 0 0 25 2:00 PM 0 15 8 0 4 0 0 0 0 0 0 0 0 27 3:00 PM 0 20 1 0 1 0 0 0 0 0 0 0 0 22 4:00PM 0 13 3 0 3 0 0 0 0 0 0 0 0 19 5:00 PM 0 27 4 0 4 0 0 0 0 0 0 0 0 35 6:00 PM 0 27 8 0 0 0 0 0 0 0 0 0 0 35 7:00PM 0 14 0 0 2 0 0 0 0 0 0 0 0 16 8:00PM 0 10 2 0 0 0 0 0 0 0 0 0 0 12 9:00PM 0 9 1 0 3 0 0 0 0 0 0 0 0 13 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 Total 1 331 67 0 40 4 0 0 0 0 0 0 0 443 Percent 0.2% 74.7% 15.1% 0.0% 9.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 12 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Monday, March 7, 2022 Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 7 2 0 0 0 0 0 0 0 0 0 0 9 1:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 7:00 AM 0 8 5 0 1 0 0 0 0 0 0 0 0 14 8:00 AM 0 15 8 0 1 0 0 0 0 0 0 0 0 24 9:00 AM 0 9 1 0 2 1 0 0 0 0 0 0 0 13 10:00 AM 0 4 7 0 0 2 0 0 0 0 0 0 0 13 11:00 AM 0 12 5 0 1 0 0 0 0 0 0 0 0 18 12:00 PM 0 18 2 0 3 0 0 0 0 0 0 0 0 23 1:00 PM 1 21 5 0 2 1 0 0 0 0 0 0 0 30 2:00 PM 0 21 2 0 1 0 0 0 0 0 0 0 0 24 3:00 PM 0 34 5 0 1 0 0 0 0 0 0 0 0 40 4:00 PM 0 43 14 0 8 2 0 0 0 0 0 0 0 67 5:00 PM 0 42 6 0 2 1 0 0 0 0 0 0 0 51 6:00 PM 0 38 6 0 1 0 0 0 0 0 0 0 0 45 7:00 PM 0 26 6 0 0 3 0 0 0 0 0 0 0 35 8:00PM 0 10 3 0 3 1 0 0 0 0 0 0 0 17 9:00PM 0 15 2 0 0 0 0 0 0 0 0 0 0 17 10:00 PM 0 9 1 0 1 1 0 0 0 0 0 0 0 12 11:00 PM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 Total 1 345 84 0 27 12 0 0 0 0 0 0 0 469 Percent 0.2% 73.6% 17.9% 0.0% 5.8% 2.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 13 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Tuesday, March 8, 2022 Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4:00 AM 0 5 1 0 1 0 0 0 0 0 0 0 0 7 5:00 AM 0 10 2 0 3 0 0 0 0 0 0 0 0 15 6:00 AM 0 22 3 0 2 0 0 0 0 0 0 0 0 27 7:00 AM 0 31 8 0 6 0 0 0 0 0 0 0 0 45 8:00 AM 0 21 12 0 5 0 0 0 0 0 0 0 0 38 9:00 AM 0 15 2 0 5 0 0 0 0 0 0 0 0 22 10:00 AM 0 14 4 0 2 0 0 0 0 0 0 0 0 20 11:00 AM 0 16 4 0 4 0 0 0 0 0 0 0 0 24 12:00 PM 0 16 1 0 4 0 0 0 0 0 0 0 0 21 1:00 PM 0 18 4 0 5 0 0 0 0 0 0 0 0 27 2:00 PM 0 13 6 0 3 0 0 0 0 0 0 0 0 22 3:00 PM 0 14 9 0 1 0 0 0 0 0 0 0 0 24 4:00 PM 0 21 5 0 2 0 0 0 0 0 0 0 0 28 5:00 PM 0 14 7 0 1 0 0 0 0 0 0 0 0 22 6:00 PM 0 20 5 0 2 0 0 0 0 0 0 0 0 27 7:00PM 0 18 3 0 0 0 0 0 0 0 0 0 0 21 8:00PM 0 10 2 0 0 0 0 0 0 0 0 0 0 12 9:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 12 0 0 0 0 0 0 0 0 0 0 0 12 11:00 PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 Total 0 308 79 0 46 0 0 0 0 0 0 0 0 433 Percent 0.0% 71.1% 18.2% 0.0% 10.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 14 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Tuesday, March 8, 2022 Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 2 1 0 0 1 0 0 0 0 0 0 0 4 1:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 6 2 0 0 0 0 0 0 0 0 0 0 8 7:00 AM 0 4 5 0 6 0 0 0 0 0 0 0 0 15 8:00 AM 0 16 8 0 2 0 0 0 0 0 0 0 0 26 9:00 AM 0 10 3 0 3 0 0 0 0 0 0 0 0 16 10:00 AM 0 12 1 0 0 1 0 0 0 0 0 0 0 14 11:00 AM 0 16 4 0 3 0 0 0 0 0 0 0 0 23 12:00 PM 0 15 2 0 1 0 0 0 0 0 0 0 0 18 1:00PM 0 12 4 0 3 0 0 0 0 0 0 0 0 19 2:00 PM 0 21 6 0 1 0 0 0 0 0 0 0 0 28 3:00 PM 0 36 6 0 0 0 0 1 0 0 0 0 0 43 4:00 PM 0 29 8 0 3 1 0 0 0 0 0 0 0 41 5:00 PM 0 37 5 0 2 0 0 0 0 0 0 0 0 44 6:00 PM 0 31 4 0 1 1 0 0 0 0 0 0 0 37 7:00 PM 0 24 4 0 3 2 0 0 0 0 0 0 0 33 8:00 PM 0 25 6 0 0 0 0 0 0 0 0 0 0 31 9:00 PM 0 19 4 0 0 0 0 0 0 0 0 0 0 23 10:00 PM 0 14 1 0 1 0 0 0 0 0 0 0 0 16 11:00 PM 0 7 1 0 1 0 0 0 0 0 0 0 0 9 Total 0 344 76 0 30 6 0 1 0 0 0 0 0 457 Percent 0.0% 75.3% 16.6% 0.0% 6.6% 1.3% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 15 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Total Study Average Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 4:00 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 5:00 AM 0 6 1 0 2 0 0 0 0 0 0 0 0 9 6:00 AM 0 16 3 0 1 0 0 0 0 0 0 0 0 20 7:00 AM 0 24 7 0 3 0 0 0 0 0 0 0 0 34 8:00 AM 0 20 9 0 3 0 0 0 0 0 0 0 0 32 9:00 AM 0 19 6 0 3 0 0 0 0 0 0 0 0 28 10:00 AM 0 17 5 0 3 0 0 0 0 0 0 0 0 25 11:00 AM 0 17 3 0 3 0 0 0 0 0 0 0 0 23 12:00 PM 0 18 5 0 1 0 0 0 0 0 0 0 0 24 1:00 PM 0 20 4 0 2 0 0 0 0 0 0 0 0 26 2:00 PM 0 18 7 0 3 0 0 0 0 0 0 0 0 28 3:00 PM 0 19 5 0 2 0 0 0 0 0 0 0 0 26 4:00 PM 0 22 6 0 3 0 0 0 0 0 0 0 0 31 5:00 PM 0 21 6 0 3 0 0 0 0 0 0 0 0 30 6:00 PM 0 21 5 0 2 0 0 0 0 0 0 0 0 28 7:00 PM 0 17 2 0 1 0 0 0 0 0 0 0 0 20 8:00PM 0 13 3 0 1 0 0 0 0 0 0 0 0 17 9:00PM 0 9 1 0 1 0 0 0 0 0 0 0 0 11 10:00 PM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 11:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 Total 0 322 82 0 38 0 0 0 0 0 0 0 0 442 Percent 0.0% 72.9% 18.6% 0.0% 8.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 16 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Total Study Average Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 1:00 AM 0 2 1 0 0 1 0 0 0 0 0 0 0 4 2:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 7:00 AM 0 7 2 0 2 0 0 0 0 0 0 0 0 11 8:00 AM 0 12 6 0 2 0 0 0 0 0 0 0 0 20 9:00 AM 0 13 3 0 2 0 0 0 0 0 0 0 0 18 10:00 AM 0 12 3 0 0 0 0 0 0 0 0 0 0 15 11:00 AM 0 15 5 0 2 0 0 0 0 0 0 0 0 22 12:00 PM 0 21 4 0 2 0 0 0 0 0 0 0 0 27 1:00 PM 0 19 4 0 3 0 0 0 0 0 0 0 0 26 2:00 PM 0 25 6 0 2 0 0 0 0 0 0 0 0 33 3:00 PM 0 30 7 0 2 0 0 0 0 0 0 0 0 39 4:00 PM 0 34 9 0 4 1 0 0 0 0 0 0 0 48 5:00 PM 0 35 6 0 3 1 0 0 0 0 0 0 0 45 6:00 PM 0 32 8 0 2 1 0 0 0 0 0 0 0 43 7:00 PM 0 23 6 0 1 1 0 0 0 0 0 0 0 31 8:00 PM 0 20 5 0 1 1 0 0 0 0 0 0 0 27 9:00 PM 0 18 3 0 1 1 0 0 0 0 0 0 0 23 10:00 PM 0 13 2 0 1 0 0 0 0 0 0 0 0 16 11:00 PM 0 7 2 0 1 0 0 0 0 0 0 0 0 10 Total 0 351 85 0 31 7 0 0 0 0 0 0 0 474 Percent 0.0% 74.1% 17.9% 0.0% 6.5% 1.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 17 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 3-Day (Tuesday - Thursday) Average Northbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 4:00 AM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 5:00 AM 0 8 1 0 3 0 0 0 0 0 0 0 0 12 6:00 AM 0 21 3 0 1 0 0 0 0 0 0 0 0 25 7:00 AM 0 32 8 0 4 0 0 0 0 0 0 0 0 44 8:00 AM 0 20 11 0 3 0 0 0 0 0 0 0 0 34 9:00 AM 0 18 3 0 3 0 0 0 0 0 0 0 0 24 10:00 AM 0 16 4 0 2 0 0 0 0 0 0 0 0 22 11:00 AM 0 14 4 0 3 0 0 0 0 0 0 0 0 21 12:00 PM 0 14 3 0 2 0 0 0 0 0 0 0 0 19 1:00 PM 0 16 5 0 2 0 0 0 0 0 0 0 0 23 2:00 PM 0 17 7 0 4 0 0 0 0 0 0 0 0 28 3:00 PM 0 18 7 0 2 0 0 0 0 0 0 0 0 27 4:00 PM 0 23 6 0 3 0 0 0 0 0 0 0 0 32 5:00 PM 0 19 6 0 2 0 0 0 0 0 0 0 0 27 6:00 PM 0 20 5 0 2 0 0 0 0 0 0 0 0 27 7:00 PM 0 16 3 0 1 0 0 0 0 0 0 0 0 20 8:00PM 0 11 2 0 1 0 0 0 0 0 0 0 0 14 9:00PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 10:00 PM 0 9 1 0 0 0 0 0 0 0 0 0 0 10 11:00 PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 315 81 0 40 0 0 0 0 0 0 0 0 436 Percent 0.0% 72.2% 18.6% 0.0% 9.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 18 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 3-Day (Tuesday - Thursday) Average Southbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 2 2:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 7:00 AM 0 7 2 0 3 0 0 0 0 0 0 0 0 12 8:00 AM 0 14 7 0 2 0 0 0 0 0 0 0 0 23 9:00 AM 1 15 3 0 2 0 0 0 0 0 0 0 0 21 10:00 AM 0 10 2 0 0 0 0 0 0 0 0 0 0 12 11:00 AM 0 14 3 0 2 0 0 0 0 0 0 0 0 19 12:00 PM 0 18 5 0 1 0 0 0 0 0 0 0 0 24 1:00PM 0 12 3 0 4 0 0 0 0 0 0 0 0 19 2:00 PM 0 25 8 0 3 0 0 0 0 0 0 0 0 36 3:00 PM 0 32 8 0 2 1 0 0 0 0 0 0 0 43 4:00 PM 0 33 10 0 4 2 0 0 0 0 0 0 0 49 5:00 PM 0 36 7 0 3 0 0 0 0 0 0 0 0 46 6:00 PM 0 30 8 0 3 1 0 0 0 0 0 0 0 42 7:00 PM 0 22 6 0 1 1 0 0 0 0 0 0 0 30 8:00 PM 0 20 6 0 0 1 0 0 0 0 0 0 0 27 9:00 PM 0 22 4 0 1 1 0 0 0 0 0 0 0 28 10:00 PM 0 13 2 0 1 0 0 0 0 0 0 0 0 16 11:00 PM 0 7 2 0 1 0 0 0 0 0 0 0 0 10 Total 1 347 88 0 33 8 0 0 0 0 0 0 0 477 Percent 0.2% 72.7% 18.4% 0.0% 6.9% 1.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 19 Vehicle Speed Report Summary DATA SOLUTIONS Location: 19th Way S N-O Block 37200 Count Direction: Northbound / Southbound Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Speed Range (mph) Total 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Study Total Northbound 5 9 56 201 613 1,061 809 259 68 19 4 3 2 1 1 0 0 3,111 Percent 0.2% 0.3% 1.8% 6.5% 19.7% 34.1 % 26.0% 8.3% 2.2% 0.6% 0.1 % 0.1 % 0.1 % 0.0% 0.0% 0.0% 0.0% 100% Southbound 10 15 42 227 675 1,219 772 304 67 17 4 0 0 0 0 0 0 3,352 Percent 0.3% 0.4% 1.3% 6.8% 20.1 % 36.4% 23.0% 9.1 % 2.0% 0.5% 0.1 % 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 15 24 98 428 1,288 2,280 1,581 563 135 36 8 3 2 1 1 0 0 6,463 Percent 0.2% 0.4% 1.5% 6.6% 19.9% 35.3% 24.5% 8.7% 2.1 % 0.6% 0.1 % 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total toy Percentile Speed Summary Total Study Speed Statistics Northbound Northbound 50th Percentile (Median) 33.2 mph Mean (Average) Speed 33.2 mph 85th Percentile 38.9 mph 10 mph Pace 28.3 - 38.3 mph 95th Percentile 42.9 mph Percent in Pace 62.9 % Southbound Southbound 50th Percentile (Median) 33.0 mph Mean (Average) Speed 33.0 mph 85th Percentile 38.8 mph 10 mph Pace 28.2 - 38.2 mph 95th Percentile 42.8 mph Percent in Pace 63.3 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Wednesday, March 2, 2022 Northbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 1 1 0 0 0 0 1 0 0 0 0 0 4 1:00 AM 0 0 1 1 0 3 0 0 0 0 0 0 0 0 0 0 0 5 2:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 6 4:00 AM 0 0 0 0 0 2 1 1 0 1 0 0 0 1 0 0 0 6 5:00 AM 0 0 0 0 3 4 2 2 0 0 0 0 0 0 0 0 0 11 6:00 AM 0 0 0 0 5 14 8 1 0 0 0 0 0 0 0 0 0 28 7:00 AM 0 0 0 1 6 19 17 2 2 0 0 0 0 0 0 0 0 47 8:00 AM 0 0 0 0 1 10 17 3 0 0 0 0 0 0 0 0 0 31 9:00 AM 0 0 2 0 1 9 6 0 1 0 0 0 0 0 0 0 0 19 10:00 AM 0 0 0 1 2 5 5 3 1 0 0 0 0 0 0 0 0 17 11:00 AM 0 0 0 0 1 6 7 2 0 0 0 0 0 0 0 0 0 16 12:00 PM 0 0 0 1 4 5 11 1 0 0 0 0 0 0 0 0 0 22 1:00 PM 0 0 0 3 4 8 6 0 0 0 0 0 0 0 0 0 0 21 2:00 PM 0 1 1 5 8 7 3 0 1 0 0 0 0 0 0 0 0 26 3:00 PM 1 1 0 0 3 9 7 0 2 0 0 0 0 0 0 0 0 23 4:00 PM 0 0 1 1 7 11 10 2 2 0 0 0 0 0 0 0 0 34 5:00 PM 0 0 2 2 3 11 9 2 0 0 0 0 0 0 0 0 0 29 6:00 PM 0 0 0 0 6 15 5 1 0 1 1 0 0 0 0 0 0 29 7:00 PM 0 0 1 2 4 4 7 2 1 0 0 0 0 0 0 0 0 21 8:00 PM 0 0 0 0 2 4 5 2 1 0 0 0 0 0 0 0 0 14 9:00 PM 0 0 0 0 3 2 0 1 1 0 0 0 0 0 0 0 0 7 10:00 PM 0 0 0 0 0 3 2 2 1 0 0 0 0 0 0 0 0 8 11:00 PM 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 3 Total 1 2 8 17 67 154 132 29 13 2 1 1 0 1 0 0 0 428 Percent 0.2% 0.5% 1.9% 4.0% 15.7% 36.0% 30.8% 6.8% 3.0% 0.5% 0.2% 0.2% 0.0% 0.2% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 33.9 mph Mean (Average) Speed 33.9 mph 85th Percentile 39.1 mph 10 mph Pace 29.1 - 39.1 mph 95th Percentile 43.8 mph Percent in Pace 68.2 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Wednesday, March 2, 2022 Southbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 0 1 2 1 0 1 0 0 0 0 0 0 0 6 1:00 AM 0 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 4 2:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 0 0 6 7:00 AM 1 0 0 0 2 6 3 2 0 0 0 0 0 0 0 0 0 14 8:00 AM 0 0 0 0 2 8 7 1 0 0 0 0 0 0 0 0 0 18 9:00 AM 0 0 0 1 3 4 7 0 0 1 0 0 0 0 0 0 0 16 10:00 AM 0 0 0 0 2 5 2 2 1 0 0 0 0 0 0 0 0 12 11:00 AM 0 0 0 0 0 7 4 2 1 0 0 0 0 0 0 0 0 14 12:00 PM 0 1 2 0 5 7 6 4 0 0 0 0 0 0 0 0 0 25 1:00 PM 0 0 1 5 8 8 1 0 0 0 0 0 0 0 0 0 0 23 2:00 PM 2 0 1 6 13 11 8 2 1 1 0 0 0 0 0 0 0 45 3:00 PM 0 0 1 1 6 13 12 6 0 1 0 0 0 0 0 0 0 40 4:00 PM 0 0 0 4 10 17 17 2 1 0 0 0 0 0 0 0 0 51 5:00 PM 0 1 0 3 16 19 6 2 0 0 0 0 0 0 0 0 0 47 6:00 PM 0 0 0 2 9 24 10 3 1 0 0 0 0 0 0 0 0 49 7:00 PM 0 0 0 0 3 20 9 1 1 0 0 0 0 0 0 0 0 34 8:00 PM 0 0 0 1 9 3 4 1 0 0 0 0 0 0 0 0 0 18 9:00 PM 0 0 0 2 6 22 6 0 2 0 0 0 0 0 0 0 0 38 10:00 PM 0 0 0 0 0 2 8 3 0 0 0 0 0 0 0 0 0 13 11:00 PM 0 0 0 2 0 3 1 1 1 0 0 0 0 0 0 0 0 8 Total 3 2 5 29 96 188 114 36 9 4 0 0 0 0 0 0 0 486 Percent 0.6% 0.4% 1.0% 6.0% 19.8% 38.7% 23.5% 7.4% 1.9% 0.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 33.2 mph Mean (Average) Speed 32.8 mph 85th Percentile 38.0 mph 10 mph Pace 28.7 - 38.7 mph 95th Percentile 42.0 mph Percent in Pace 68.11 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Thursday, March 3, 2022 Northbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 2:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 5 4:00 AM 0 0 0 0 0 1 0 3 1 1 0 0 0 0 0 0 0 6 5:00 AM 0 0 0 0 2 3 3 1 0 0 0 0 0 0 0 0 0 9 6:00 AM 0 0 0 1 2 9 8 2 0 0 0 0 0 0 0 0 0 22 7:00 AM 0 0 0 1 3 18 14 4 0 1 0 0 0 0 0 0 0 41 8:00 AM 0 0 0 1 4 14 13 2 0 0 0 0 0 0 0 0 0 34 9:00 AM 0 0 0 2 8 14 4 5 1 0 0 0 0 0 0 0 0 34 10:00 AM 1 0 0 2 10 9 5 2 1 0 0 0 0 0 0 0 0 30 11:00 AM 0 0 0 2 2 9 6 0 1 0 0 0 0 0 0 0 0 20 12:00 PM 0 0 1 2 5 3 4 2 0 0 0 0 0 0 0 0 0 17 1:00 PM 0 0 0 6 1 4 4 3 1 0 0 0 0 0 0 0 0 19 2:00 PM 0 0 1 3 1 16 12 2 2 0 0 0 0 0 0 0 0 37 3:00 PM 0 0 2 2 6 12 10 1 0 0 0 0 0 0 0 0 0 33 4:00 PM 0 0 2 3 11 9 6 3 0 0 0 0 0 0 0 0 0 34 5:00 PM 0 0 0 1 8 12 8 0 0 0 0 0 0 0 0 0 0 29 6:00 PM 0 0 0 1 3 8 10 1 0 2 0 0 0 0 0 0 0 25 7:00 PM 0 0 0 0 4 7 5 0 1 0 0 0 0 0 0 0 0 17 8:00 PM 0 0 0 3 3 2 5 2 0 0 0 1 0 0 0 0 0 16 9:00 PM 0 0 0 0 0 4 3 2 1 0 0 0 0 0 0 0 0 10 10:00 PM 0 0 1 0 0 4 5 1 1 0 0 0 0 0 0 0 0 12 11:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 1 0 8 30 75 160 128 36 10 5 0 1 0 0 0 0 0 454 Percent 0.2% 0.0% 1.8% 6.6% 16.5% 35.2% 28.2% 7.9% 2.2% 1.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 33.6 mph Mean (Average) Speed 33.5 mph 85th Percentile 39.0 mph 10 mph Pace 28.4 - 38.4 mph 95th Percentile 43.0 mph Percent in Pace 66.1 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Thursday, March 3, 2022 Southbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 3 0 1 1 0 0 0 0 0 0 0 0 6 1:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 0 1 1 2 4 0 0 0 0 0 0 0 0 0 8 7:00 AM 0 0 0 0 1 1 5 0 0 0 0 0 0 0 0 0 0 7 8:00 AM 0 1 1 3 7 5 3 1 1 0 0 0 0 0 0 0 0 22 9:00 AM 2 0 0 5 2 11 7 4 0 0 0 0 0 0 0 0 0 31 10:00 AM 0 0 1 0 2 7 2 0 0 0 0 0 0 0 0 0 0 12 11:00 AM 0 1 0 1 4 6 7 2 0 0 0 0 0 0 0 0 0 21 12:00 PM 0 0 0 1 4 14 8 1 0 1 0 0 0 0 0 0 0 29 1:00 PM 0 0 0 3 1 6 3 1 1 0 0 0 0 0 0 0 0 15 2:00 PM 0 0 0 5 8 10 6 4 0 0 0 0 0 0 0 0 0 33 3:00 PM 0 1 3 3 12 20 5 3 0 0 0 0 0 0 0 0 0 47 4:00 PM 0 2 1 5 19 19 7 2 1 0 0 0 0 0 0 0 0 56 5:00 PM 0 0 0 2 8 27 10 0 0 0 0 0 0 0 0 0 0 47 6:00 PM 0 0 0 1 8 10 18 3 1 0 0 0 0 0 0 0 0 41 7:00 PM 0 0 0 1 7 10 5 1 1 0 0 0 0 0 0 0 0 25 8:00 PM 0 0 0 0 4 10 6 9 1 0 0 0 0 0 0 0 0 30 9:00 PM 0 0 0 0 5 9 3 6 1 0 0 0 0 0 0 0 0 24 10:00 PM 0 0 0 1 4 9 4 1 1 0 0 0 0 0 0 0 0 20 11:00 PM 0 0 0 2 1 2 6 2 0 0 0 0 0 0 0 0 0 13 Total 2 5 6 33 99 181 109 46 9 1 0 0 0 0 0 0 0 491 Percent 0.4% 1.0% 1.2% 6.7% 20.2% 36.9% 22.2% 9.4% 1.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 33.0 mph Mean (Average) Speed 32.7 mph 85th Percentile 39.0 mph 10 mph Pace 28.0 - 38.0 mph 95th Percentile 42.5 mph Percent in Pace 62.53 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Friday, March 4, 2022 Northbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 2 0 1 1 1 0 0 0 0 0 0 0 0 5 1:00 AM 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 3 3:00 AM 0 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 5 4:00 AM 0 0 0 0 0 1 2 1 1 0 0 0 0 0 0 0 0 5 5:00 AM 0 0 0 0 0 7 5 0 0 0 0 0 0 0 0 0 0 12 6:00 AM 0 0 1 2 7 5 8 3 1 0 0 0 0 0 0 0 0 27 7:00 AM 0 0 0 2 6 13 11 4 0 1 0 0 0 0 0 0 0 37 8:00 AM 0 0 0 2 3 16 15 3 0 0 0 0 0 0 0 0 0 39 9:00 AM 0 0 0 0 6 10 7 0 1 0 0 0 0 0 0 0 0 24 10:00 AM 0 0 1 2 3 4 6 4 0 0 0 0 0 0 0 0 0 20 11:00 AM 0 0 0 0 2 11 1 3 0 0 0 0 0 0 0 0 0 17 12:00 PM 0 0 0 4 6 10 5 2 1 0 0 0 0 0 0 0 0 28 1:00 PM 0 0 0 2 4 9 8 2 1 1 0 0 0 0 0 0 0 27 2:00 PM 0 0 0 1 5 5 6 1 0 0 0 0 0 0 0 0 0 18 3:00 PM 0 0 0 2 3 12 11 2 0 0 0 0 0 0 0 0 0 30 4:00 PM 0 0 0 2 8 13 4 2 2 0 0 0 0 0 0 0 0 31 5:00 PM 0 0 0 1 3 12 6 4 0 0 0 0 0 0 0 0 0 26 6:00 PM 0 0 2 1 3 11 17 1 0 0 0 0 0 0 0 0 0 35 7:00 PM 0 0 0 1 5 7 8 2 2 0 0 0 0 0 0 0 0 25 8:00 PM 0 0 0 0 5 10 5 1 0 0 0 1 0 0 0 0 0 22 9:00 PM 0 0 0 0 2 6 5 2 1 1 0 0 0 0 0 0 0 17 10:00 PM 0 0 0 1 0 2 0 1 0 0 0 0 0 0 0 0 0 4 11:00 PM 0 0 0 0 1 2 0 0 1 1 0 0 0 0 0 0 0 5 Total 0 0 4 24 77 169 134 39 12 4 0 1 0 0 0 0 0 464 Percent 0.0% 0.0% 0.9% 5.2% 16.6% 36.4% 28.9% 8.4% 2.6% 0.9% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 33.9 mph Mean (Average) Speed 33.9 mph 85th Percentile 39.3 mph 10 mph Pace 27.6 - 37.6 mph 95th Percentile 43.9 mph Percent in Pace 66.0 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Friday, March 4, 2022 Southbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10-15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 1 2 0 1 0 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 5 1 0 0 0 0 0 0 0 0 0 0 6 3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 0 0 0 1 2 1 1 0 0 0 0 0 0 0 0 0 5 7:00 AM 0 0 0 0 3 4 5 1 0 0 0 0 0 0 0 0 0 13 8:00 AM 0 0 0 1 3 10 3 5 2 0 0 0 0 0 0 0 0 24 9:00 AM 0 0 0 3 5 5 5 1 0 0 0 0 0 0 0 0 0 19 10:00 AM 0 0 1 0 4 3 1 3 0 0 0 0 0 0 0 0 0 12 11:00 AM 0 0 0 2 4 4 4 5 0 0 0 0 0 0 0 0 0 19 12:00 PM 0 0 1 2 4 10 5 1 0 0 0 0 0 0 0 0 0 23 1:00 PM 0 0 1 3 5 8 5 0 0 0 0 0 0 0 0 0 0 22 2:00 PM 0 0 0 1 7 12 12 1 2 0 0 0 0 0 0 0 0 35 3:00 PM 0 0 1 7 9 17 11 2 2 0 1 0 0 0 0 0 0 50 4:00 PM 0 0 0 6 11 26 6 1 2 0 0 0 0 0 0 0 0 52 5:00 PM 0 0 0 2 7 21 6 4 0 0 0 0 0 0 0 0 0 40 6:00 PM 0 0 0 1 4 28 12 4 1 0 0 0 0 0 0 0 0 50 7:00 PM 0 0 0 1 4 10 15 5 0 0 0 0 0 0 0 0 0 35 8:00 PM 0 0 0 1 5 13 9 2 1 1 1 0 0 0 0 0 0 33 9:00 PM 0 0 0 0 3 3 11 2 2 0 0 0 0 0 0 0 0 21 10:00 PM 0 0 0 2 3 7 3 1 0 0 0 0 0 0 0 0 0 16 11:00 PM 0 0 0 1 6 5 2 1 0 0 0 0 0 0 0 0 0 15 Total 0 0 4 33 89 197 121 41 13 1 2 0 0 0 0 0 0 501 Percent 0.0% 0.0% 0.8% 6.6% 17.8% 39.3% 24.2% 8.2% 2.6% 0.2% 0.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 33.3 mph Mean (Average) Speed 33.4 mph 85th Percentile 38.5 mph 10 mph Pace 28.3 - 38.3 mph 95th Percentile 42.4 mph Percent in Pace 68.06 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Saturday, March 5, 2022 Northbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 1 1 1 0 0 1 0 0 0 0 0 0 0 4 2:00 AM 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 2 3:00 AM 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 3 4:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 1 0 1 2 1 0 0 0 0 0 0 0 0 0 5 6:00 AM 0 0 0 0 2 3 4 0 0 0 0 0 0 0 0 0 0 9 7:00 AM 0 0 0 2 3 5 0 3 0 0 0 0 0 0 0 0 0 13 8:00 AM 0 0 1 5 7 9 3 0 0 0 0 0 0 0 0 0 0 25 9:00 AM 0 1 3 6 14 3 1 0 1 0 0 0 0 0 0 0 0 29 10:00 AM 0 0 1 2 8 8 5 1 0 0 0 0 0 0 0 0 0 25 11:00 AM 0 1 0 5 14 11 1 1 0 0 0 0 0 0 0 0 0 33 12:00 PM 0 0 4 7 16 5 2 0 0 0 0 0 0 0 0 0 0 34 1:00 PM 0 1 2 3 14 10 8 0 0 0 0 0 0 0 0 0 0 38 2:00 PM 0 0 2 4 14 6 8 1 0 0 0 0 0 0 0 0 0 35 3:00 PM 0 0 0 3 7 7 4 3 1 0 0 0 0 0 0 0 0 25 4:00 PM 1 1 3 5 12 6 7 3 0 0 0 0 0 0 0 0 0 38 5:00 PM 0 0 0 3 3 12 7 4 0 0 0 0 0 0 0 0 0 29 6:00 PM 0 0 0 1 4 14 5 4 1 0 0 0 0 0 0 0 0 29 7:00 PM 0 0 0 1 4 5 7 2 0 0 0 0 0 0 0 0 0 19 8:00 PM 0 0 0 2 1 9 4 2 1 0 0 0 1 0 0 0 0 20 9:00 PM 0 0 0 2 1 4 6 1 0 0 0 0 0 0 0 0 0 14 10:00 PM 0 0 0 0 3 3 4 0 0 0 0 0 0 0 0 0 0 10 11:00 PM 0 0 0 0 3 1 1 3 1 0 0 0 0 0 0 0 0 9 Total 1 4 16 52 132 126 83 30 5 1 0 0 1 0 0 0 0 451 Percent 0.2% 0.9% 3.5% 11.5% 29.3% 27.9% 18.4% 6.7% 1.1% 0.2% 0.0% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 30.6 mph Mean (Average) Speed 31.1 mph 85th Percentile 37.6 mph 10 mph Pace 27.0 - 37.0 mph 95th Percentile 41.7 mph Percent in Pace 60.5 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Saturday, March 5, 2022 Southbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 2 1 2 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 0 0 0 0 2 3 1 1 1 0 0 0 0 0 0 0 8 2:00 AM 0 0 0 0 0 1 2 2 0 0 0 0 0 0 0 0 0 5 3:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 4 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 1 3 2 0 1 0 0 0 0 0 0 0 0 0 8 8:00 AM 1 2 1 3 6 3 3 0 0 0 0 0 0 0 0 0 0 19 9:00 AM 0 0 2 8 3 5 4 0 1 0 0 0 0 0 0 0 0 23 10:00 AM 0 0 0 1 4 1 5 2 1 0 0 0 0 0 0 0 0 14 11:00 AM 0 0 2 4 6 3 7 2 0 0 0 0 0 0 0 0 0 24 12:00 PM 0 0 1 1 16 10 9 3 0 0 0 0 0 0 0 0 0 40 1:00 PM 0 0 2 6 8 17 7 4 1 1 0 0 0 0 0 0 0 46 2:00 PM 0 0 1 4 7 16 8 3 0 1 0 0 0 0 0 0 0 40 3:00 PM 0 0 0 2 8 11 3 1 0 0 0 0 0 0 0 0 0 25 4:00 PM 0 0 0 4 12 9 6 3 2 0 0 0 0 0 0 0 0 36 5:00 PM 0 0 0 3 8 15 11 4 2 0 0 0 0 0 0 0 0 43 6:00 PM 0 0 0 1 10 9 14 2 1 0 0 0 0 0 0 0 0 37 7:00 PM 0 0 0 3 3 17 10 3 0 0 0 0 0 0 0 0 0 36 8:00 PM 0 0 0 3 9 6 6 0 2 0 0 0 0 0 0 0 0 26 9:00 PM 0 0 0 1 3 9 2 1 0 1 0 0 0 0 0 0 0 17 10:00 PM 0 0 0 2 2 9 6 2 0 0 0 0 0 0 0 0 0 21 11:00 PM 0 0 0 2 0 6 1 5 1 1 0 0 0 0 0 0 0 16 Total 1 4 9 49 109 154 109 43 12 6 0 0 0 0 0 0 0 496 Percent 0.2% 0.8% 1.8% 9.9% 22.0% 31.0% 22.0% 8.7% 2.4% 1.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 32.5 mph Mean (Average) Speed 32.5 mph 85th Percentile 38.7 mph 10 mph Pace 26.8 - 36.8 mph 95th Percentile 43.5 mph Percent in Pace 57.46 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Sunday, March 6, 2022 Northbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 4 2:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 4 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 0 0 0 3 1 1 3 0 0 0 0 0 0 0 0 0 8 8:00 AM 0 0 0 1 3 8 5 3 0 0 0 0 0 0 0 0 0 20 9:00 AM 0 0 1 2 12 14 7 2 0 0 0 0 0 0 0 0 0 38 10:00 AM 0 0 1 4 5 13 9 2 2 0 0 0 0 0 0 0 0 36 11:00 AM 0 0 2 2 18 7 3 1 0 0 0 0 0 0 0 0 0 33 12:00 PM 0 0 0 3 6 11 6 0 0 0 0 0 0 0 0 0 0 26 1:00 PM 0 0 2 4 5 8 7 4 0 0 0 0 0 0 0 0 0 30 2:00 PM 0 0 0 0 6 13 9 1 0 0 0 0 0 0 0 0 0 29 3:00 PM 0 0 0 3 7 11 9 1 1 0 0 0 0 0 0 0 0 32 4:00 PM 0 0 0 1 6 14 8 4 1 0 0 0 0 0 0 0 0 34 5:00 PM 0 0 0 2 8 10 11 4 2 2 0 0 0 0 0 0 0 39 6:00 PM 1 0 0 1 4 10 6 2 0 0 0 0 0 0 0 0 0 24 7:00 PM 0 0 0 1 8 5 7 1 0 0 0 0 0 0 0 0 0 22 8:00 PM 0 0 0 1 11 10 3 0 0 0 0 0 0 0 0 0 0 25 9:00 PM 0 1 0 0 2 3 3 0 0 0 0 0 0 0 0 0 0 9 10:00 PM 0 0 0 0 2 6 1 1 0 0 0 0 0 0 0 0 0 10 11:00 PM 0 0 0 0 0 2 1 1 0 0 0 0 0 0 1 0 0 5 Total 1 1 6 26 108 151 104 32 6 2 0 0 0 0 1 0 0 438 Percent 0.2% 0.2% 1.4% 5.9% 24.7% 34.5% 23.7% 7.3% 1.4% 0.5% 0.0% 0.0% 0.0% 0.0% 0.2% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 32.5 mph Mean (Average) Speed 32.6 mph 85th Percentile 38.4 mph 10 mph Pace 26.8 - 36.8 mph 95th Percentile 41.8 mph Percent in Pace 65.3 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 10 Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Sunday, March 6, 2022 Southbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 1 2 4 1 0 0 0 0 0 0 0 0 0 9 1:00 AM 0 0 0 0 1 0 0 3 1 0 0 0 0 0 0 0 0 5 2:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 3 1 0 0 0 0 0 0 0 0 0 0 4 8:00 AM 0 0 1 1 0 4 0 1 0 0 0 0 0 0 0 0 0 7 9:00 AM 0 1 0 1 3 4 2 0 0 0 0 0 0 0 0 0 0 11 10:00 AM 0 0 0 3 7 10 11 0 0 0 0 0 0 0 0 0 0 31 11:00 AM 0 0 2 5 12 7 4 3 0 0 0 0 0 0 0 0 0 33 12:00 PM 0 0 3 3 7 13 3 5 1 0 0 0 0 0 0 0 0 35 1:00 PM 0 1 0 0 7 9 10 1 1 0 0 0 0 0 0 0 0 29 2:00 PM 0 0 0 1 6 15 6 3 0 0 0 0 0 0 0 0 0 31 3:00 PM 0 0 0 1 6 10 8 4 2 0 1 0 0 0 0 0 0 32 4:00 PM 0 0 0 2 8 11 9 5 0 1 0 0 0 0 0 0 0 36 5:00 PM 0 0 2 2 6 13 13 4 2 0 0 0 0 0 0 0 0 42 6:00 PM 0 0 1 2 12 16 8 3 1 0 0 0 0 0 0 0 0 43 7:00 PM 0 0 0 1 13 5 3 3 1 0 0 0 0 0 0 0 0 26 8:00 PM 0 0 0 0 5 16 12 1 1 0 0 0 0 0 0 0 0 35 9:00 PM 0 0 0 0 1 9 5 2 0 0 0 0 0 0 0 0 0 17 10:00 PM 0 0 0 0 3 5 3 2 0 0 0 0 0 0 0 0 0 13 11:00 PM 0 0 0 0 0 3 3 1 0 0 0 0 0 0 0 0 0 7 Total 0 2 9 24 99 157 106 43 10 1 1 0 0 0 0 0 0 452 Percent 0.0% 0.4% 2.0% 5.3% 21.9% 34.7% 23.5% 9.5% 2.2% 0.2% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 32.9 mph Mean (Average) Speed 33.1 mph 85th Percentile 39.3 mph 10 mph Pace 28.1 - 38.1 mph 95th Percentile 43.5 mph Percent in Pace 62.61 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 11 Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Monday, March 7, 2022 Northbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 2 1 2 0 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 2 1 1 1 0 0 0 0 0 0 0 0 0 5 4:00 AM 0 0 1 0 0 2 1 1 0 0 0 0 0 0 0 0 0 5 5:00 AM 0 0 0 0 1 4 6 1 0 1 0 0 0 0 0 0 0 13 6:00 AM 0 0 0 0 3 8 9 4 0 1 0 0 0 0 0 0 0 25 7:00 AM 0 0 0 0 3 16 17 5 2 0 0 0 0 0 0 0 0 43 8:00 AM 0 0 0 4 3 16 8 3 1 0 0 0 0 0 0 0 0 35 9:00 AM 0 0 0 1 8 12 4 1 0 0 0 0 0 0 0 0 0 26 10:00 AM 0 0 0 2 6 9 5 3 0 0 0 0 0 0 0 0 0 25 11:00 AM 0 0 1 2 7 9 3 1 0 0 0 0 0 0 0 0 0 23 12:00 PM 0 0 3 3 9 10 4 0 0 0 0 0 0 0 0 0 0 29 1:00 PM 1 0 1 5 9 6 3 0 0 0 0 0 0 0 0 0 0 25 2:00 PM 0 1 2 3 10 7 3 1 0 0 0 0 0 0 0 0 0 27 3:00 PM 0 0 2 0 1 3 10 2 3 0 1 0 0 0 0 0 0 22 4:00 PM 0 0 1 1 5 6 4 1 1 0 0 0 0 0 0 0 0 19 5:00 PM 0 0 0 4 6 11 10 3 1 0 0 0 0 0 0 0 0 35 6:00 PM 0 0 0 3 3 16 9 3 1 0 0 0 0 0 0 0 0 35 7:00 PM 0 0 0 0 2 6 4 3 1 0 0 0 0 0 0 0 0 16 8:00 PM 0 0 0 0 3 0 6 1 1 1 0 0 0 0 0 0 0 12 9:00 PM 0 0 0 0 2 5 4 1 1 0 0 0 0 0 0 0 0 13 10:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 1 0 1 1 1 0 0 0 0 0 0 0 0 0 4 Total 1 1 11 29 85 149 115 36 12 3 1 0 0 0 0 0 0 443 Percent 0.2% 0.2% 2.5% 6.5% 19.2% 33.6% 26.0% 8.1% 2.7% 0.7% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 33.1 mph Mean (Average) Speed 33.0 mph 85th Percentile 39.1 mph 10 mph Pace 28.7 - 38.7 mph 95th Percentile 42.6 mph Percent in Pace 61.9 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 12 Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Monday, March 7, 2022 Southbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 5 1 3 0 0 0 0 0 0 0 0 0 9 1:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 0 1 3 2 0 0 0 0 0 0 0 0 0 0 6 7:00 AM 0 0 0 1 3 5 3 1 1 0 0 0 0 0 0 0 0 14 8:00 AM 0 1 0 1 3 10 7 2 0 0 0 0 0 0 0 0 0 24 9:00 AM 0 0 0 2 2 3 5 0 1 0 0 0 0 0 0 0 0 13 10:00 AM 0 0 0 4 4 5 0 0 0 0 0 0 0 0 0 0 0 13 11:00 AM 0 0 0 4 5 5 2 2 0 0 0 0 0 0 0 0 0 18 12:00 PM 0 0 0 1 5 11 4 2 0 0 0 0 0 0 0 0 0 23 1:00 PM 1 1 5 2 10 7 4 0 0 0 0 0 0 0 0 0 0 30 2:00 PM 0 0 0 2 8 8 3 3 0 0 0 0 0 0 0 0 0 24 3:00 PM 0 0 0 1 10 11 11 5 1 0 1 0 0 0 0 0 0 40 4:00 PM 0 0 1 4 12 29 15 6 0 0 0 0 0 0 0 0 0 67 5:00 PM 1 0 1 4 7 25 9 3 1 0 0 0 0 0 0 0 0 51 6:00 PM 0 0 1 3 13 17 6 5 0 0 0 0 0 0 0 0 0 45 7:00 PM 0 0 0 0 6 12 11 6 0 0 0 0 0 0 0 0 0 35 8:00 PM 0 0 0 1 0 7 8 1 0 0 0 0 0 0 0 0 0 17 9:00 PM 0 0 0 0 4 9 4 0 0 0 0 0 0 0 0 0 0 17 10:00 PM 0 0 0 0 2 4 4 2 0 0 0 0 0 0 0 0 0 12 11:00 PM 0 0 0 0 0 2 2 0 1 0 0 0 0 0 0 0 0 5 Total 2 2 8 30 95 181 103 42 5 0 1 0 0 0 0 0 0 469 Percent 0.4% 0.4% 1.7% 6.4% 20.3% 38.6% 22.0% 9.0% 1.1% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 32.9 mph Mean (Average) Speed 32.7 mph 85th Percentile 38.5 mph 10 mph Pace 28.0 - 38.0 mph 95th Percentile 42.2 mph Percent in Pace 67.16 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 13 Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Tuesday, March 8, 2022 Northbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10-15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 0 0 0 0 2 1 1 0 0 0 0 0 0 0 0 0 4 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 1 1 0 1 1 0 0 0 0 0 0 0 0 0 4 4:00 AM 0 0 0 0 1 1 4 0 1 0 0 0 0 0 0 0 0 7 5:00 AM 0 0 0 0 1 5 5 4 0 0 0 0 0 0 0 0 0 15 6:00 AM 0 0 0 1 7 9 6 3 1 0 0 0 0 0 0 0 0 27 7:00 AM 0 0 1 0 9 18 11 5 1 0 0 0 0 0 0 0 0 45 8:00 AM 0 0 0 1 4 15 10 6 2 0 0 0 0 0 0 0 0 38 9:00 AM 0 1 0 0 3 5 7 5 0 1 0 0 0 0 0 0 0 22 10:00 AM 0 0 0 0 4 5 6 4 1 0 0 0 0 0 0 0 0 20 11:00 AM 0 0 0 1 2 7 9 5 0 0 0 0 0 0 0 0 0 24 12:00 PM 0 0 1 3 5 8 3 1 0 0 0 0 0 0 0 0 0 21 1:00 PM 0 0 0 3 4 14 4 2 0 0 0 0 0 0 0 0 0 27 2:00 PM 0 0 0 0 4 11 4 2 1 0 0 0 0 0 0 0 0 22 3:00 PM 0 0 1 0 7 8 6 1 0 0 1 0 0 0 0 0 0 24 4:00 PM 0 0 0 5 7 7 3 4 1 0 0 0 1 0 0 0 0 28 5:00 PM 0 0 0 1 1 10 9 1 0 0 0 0 0 0 0 0 0 22 6:00 PM 0 0 0 3 4 8 3 7 0 1 1 0 0 0 0 0 0 27 7:00 PM 0 0 0 1 2 8 8 1 1 0 0 0 0 0 0 0 0 21 8:00 PM 0 0 0 1 1 5 4 1 0 0 0 0 0 0 0 0 0 12 9:00 PM 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 3 10:00 PM 0 0 0 1 0 4 4 2 1 0 0 0 0 0 0 0 0 12 11:00 PM 0 0 0 0 0 1 3 1 0 0 0 0 0 0 0 0 0 5 Total 0 1 3 23 69 152 113 57 10 2 2 0 1 0 0 0 0 433 Percent 0.0% 0.2% 0.7% 5.3% 15.9% 35.1% 26.1% 13.2% 2.3% 0.5% 0.5% 0.0% 0.2% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 34.2 mph Mean (Average) Speed 34.3 mph 85th Percentile 40.4 mph 10 mph Pace 29.1 - 39.1 mph 95th Percentile 43.9 mph Percent in Pace 64.0 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 14 Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Tuesday, March 8, 2022 Southbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10-15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 4 1:00 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 5:00 AM 0 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 0 0 2 2 3 0 1 0 0 0 0 0 0 0 0 8 7:00 AM 0 0 1 1 6 7 0 0 0 0 0 0 0 0 0 0 0 15 8:00 AM 0 0 0 2 5 11 5 1 2 0 0 0 0 0 0 0 0 26 9:00 AM 0 0 0 3 3 6 3 1 0 0 0 0 0 0 0 0 0 16 10:00 AM 0 0 0 0 2 1 7 4 0 0 0 0 0 0 0 0 0 14 11:00 AM 0 0 0 1 3 6 8 4 1 0 0 0 0 0 0 0 0 23 12:00 PM 1 0 0 2 1 5 5 4 0 0 0 0 0 0 0 0 0 18 1:00 PM 1 0 0 1 2 7 4 2 2 0 0 0 0 0 0 0 0 19 2:00 PM 0 0 0 2 7 12 4 3 0 0 0 0 0 0 0 0 0 28 3:00 PM 0 0 0 4 8 19 8 3 0 1 0 0 0 0 0 0 0 43 4:00 PM 0 0 0 4 17 8 8 4 0 0 0 0 0 0 0 0 0 41 5:00 PM 0 0 0 5 10 11 15 3 0 0 0 0 0 0 0 0 0 44 6:00 PM 0 0 0 0 4 13 13 5 1 1 0 0 0 0 0 0 0 37 7:00 PM 0 0 0 1 4 9 11 6 1 1 0 0 0 0 0 0 0 33 8:00 PM 0 0 0 1 5 15 5 5 0 0 0 0 0 0 0 0 0 31 9:00 PM 0 0 0 1 5 12 2 3 0 0 0 0 0 0 0 0 0 23 10:00 PM 0 0 0 0 2 7 3 3 0 1 0 0 0 0 0 0 0 16 11:00 PM 0 0 0 1 1 5 2 0 0 0 0 0 0 0 0 0 0 9 Total 2 0 1 29 88 161 110 53 9 4 0 0 0 0 0 0 0 457 Percent 0.4% 0.0% 0.2% 6.3% 19.3% 35.2% 24.1% 11.6% 2.0% 0.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 33.6 mph Mean (Average) Speed 33.6 mph 85th Percentile 39.9 mph 10 mph Pace 27.4 - 37.4 mph 95th Percentile 44.1 mph Percent in Pace 61.05 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 15 Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Total Study Average Northbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 3 1:00 AM 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 4 4:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 5:00 AM 0 0 0 0 1 3 3 1 0 0 0 0 0 0 0 0 0 8 6:00 AM 0 0 0 1 4 7 6 2 0 0 0 0 0 0 0 0 0 20 7:00 AM 0 0 0 1 5 13 10 4 1 0 0 0 0 0 0 0 0 34 8:00 AM 0 0 0 2 4 13 10 3 0 0 0 0 0 0 0 0 0 32 9:00 AM 0 0 1 2 7 10 5 2 1 0 0 0 0 0 0 0 0 28 10:00 AM 0 0 0 2 5 8 6 3 1 0 0 0 0 0 0 0 0 25 11:00 AM 0 0 0 2 7 9 4 2 0 0 0 0 0 0 0 0 0 24 12:00 PM 0 0 1 3 7 7 5 1 0 0 0 0 0 0 0 0 0 24 1:00 PM 0 0 1 4 6 8 6 2 0 0 0 0 0 0 0 0 0 27 2:00 PM 0 0 1 2 7 9 6 1 1 0 0 0 0 0 0 0 0 27 3:00 PM 0 0 1 1 5 9 8 1 1 0 0 0 0 0 0 0 0 26 4:00 PM 0 0 1 3 8 9 6 3 1 0 0 0 0 0 0 0 0 31 5:00 PM 0 0 0 2 5 11 9 3 0 0 0 0 0 0 0 0 0 30 6:00 PM 0 0 0 1 4 12 8 3 0 1 0 0 0 0 0 0 0 29 7:00 PM 0 0 0 1 4 6 7 2 1 0 0 0 0 0 0 0 0 21 8:00 PM 0 0 0 1 4 6 5 1 0 0 0 0 0 0 0 0 0 17 9:00 PM 0 0 0 0 2 4 3 1 1 0 0 0 0 0 0 0 0 11 10:00 PM 0 0 0 0 1 3 2 1 0 0 0 0 0 0 0 0 0 7 11:00 PM 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 4 Total 0 0 6 28 89 152 115 38 8 1 0 0 0 0 0 0 0 437 Percent 0.0% 0.0% 1.4% 6.4% 20.4% 34.8% 26.3% 8.7% 1.8% 0.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 33.2 mph Mean (Average) Speed 33.2 mph 85th Percentile 38.9 mph 10 mph Pace 28.3 - 38.3 mph 95th Percentile 42.9 mph Percent in Pace 62.9 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 16 Location: 19th Way S N-O Block 37200 ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 02 Total Study Average Southbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 5 1:00 AM 0 0 0 0 0 2 0 1 0 0 0 0 0 0 0 0 0 3 2:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 6:00 AM 0 0 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 4 7:00 AM 0 0 0 0 3 4 2 1 0 0 0 0 0 0 0 0 0 10 8:00 AM 0 1 0 2 4 7 4 2 1 0 0 0 0 0 0 0 0 21 9:00 AM 0 0 0 3 3 5 5 1 0 0 0 0 0 0 0 0 0 17 10:00 AM 0 0 0 1 4 5 4 2 0 0 0 0 0 0 0 0 0 16 11:00 AM 0 0 1 2 5 5 5 3 0 0 0 0 0 0 0 0 0 21 12:00 PM 0 0 1 1 6 10 6 3 0 0 0 0 0 0 0 0 0 27 1:00 PM 0 0 1 3 6 9 5 1 1 0 0 0 0 0 0 0 0 26 2:00 PM 0 0 0 3 8 12 7 3 0 0 0 0 0 0 0 0 0 33 3:00 PM 0 0 1 3 8 14 8 3 1 0 0 0 0 0 0 0 0 38 4:00 PM 0 0 0 4 13 17 10 3 1 0 0 0 0 0 0 0 0 48 5:00 PM 0 0 0 3 9 19 10 3 1 0 0 0 0 0 0 0 0 45 6:00 PM 0 0 0 1 9 17 12 4 1 0 0 0 0 0 0 0 0 44 7:00 PM 0 0 0 1 6 12 9 4 1 0 0 0 0 0 0 0 0 33 8:00 PM 0 0 0 1 5 10 7 3 1 0 0 0 0 0 0 0 0 27 9:00 PM 0 0 0 1 4 10 5 2 1 0 0 0 0 0 0 0 0 23 10:00 PM 0 0 0 1 2 6 4 2 0 0 0 0 0 0 0 0 0 15 11:00 PM 0 0 0 1 1 4 2 1 0 0 0 0 0 0 0 0 0 9 Total 0 1 4 31 97 173 110 45 9 0 0 0 0 0 0 0 0 470 Percent 0.0% 0.2% 0.9% 6.6% 20.6% 36.8% 23.4% 9.6% 1.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 33.0 mph Mean (Average) Speed 33.0 mph 85th Percentile 38.8 mph 10 mph Pace 28.2 - 38.2 mph 95th Percentile 42.8 mph Percent in Pace 63.3 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 17 Location: 19th Way S N-O Block 37200 Date Range: 3/2/2022 - 3/8/2022 Site Code: 02 e&1 DATA SOLUTIONS Wednesday Thursday Friday Saturday Sunday Monday Tuesday 3/2/2022 3/3/2022 3/4/2022 3/5/2022 3/6/2022 3/7/2022 3/8/2022 Mid -Week Average Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 4 6 10 1 6 7 5 4 9 2 5 7 5 9 14 5 9 14 3 4 7 3 5 8 1:00 AM 5 4 9 1 1 2 2 2 4 4 8 12 4 5 9 0 2 2 4 2 6 3 2 6 2:00 AM 1 1 2 1 0 1 3 6 9 2 5 7 1 1 2 0 0 0 0 1 1 1 1 1 3:00 AM 6 1 7 5 1 6 5 1 6 3 2 5 4 2 6 5 1 6 4 1 5 5 1 6 4:00 AM 6 1 7 6 0 6 5 0 5 1 0 1 0 1 1 5 1 6 7 2 9 6 1 7 5:00 AM 11 2 13 9 2 11 12 4 16 5 4 9 1 2 3 13 2 15 15 3 18 12 2 14 6:00 AM 28 6 34 22 8 30 27 5 32 9 1 10 3 0 3 25 6 31 27 8 35 26 7 33 7:00 AM 47 14 61 41 7 48 37 13 50 13 8 21 8 4 12 43 14 57 45 15 60 44 12 56 8:00 AM 31 18 49 34 22 56 39 24 63 25 19 44 20 7 27 35 24 59 38 26 64 34 22 56 9:00 AM 19 16 35 34 31 65 24 19 43 29 23 52 38 11 49 26 13 39 22 16 38 25 21 46 10:00 AM 17 12 29 30 12 42 20 12 32 25 14 39 36 31 67 25 13 38 20 14 34 22 13 35 11:00 AM 16 14 30 20 21 41 17 19 36 33 24 57 33 33 66 23 18 41 24 23 47 20 19 39 12:00 PM 22 25 47 17 29 46 28 23 51 34 40 74 26 35 61 29 23 52 21 18 39 20 24 44 1:00 PM 21 23 44 19 15 34 27 22 49 38 46 84 30 29 59 25 30 55 27 19 46 22 19 41 2:00 PM 26 45 71 37 33 70 18 35 53 35 40 75 29 31 60 27 24 51 22 28 50 28 35 64 3:00 PM 23 40 63 33 47 80 30 50 80 25 25 50 32 32 64 22 40 62 24 43 67 27 43 70 4:00 PM 34 51 85 34 56 90 31 52 83 38 36 74 34 36 70 19 67 86 28 41 69 32 49 81 5:00 PM 29 47 76 29 47 76 26 40 66 29 43 72 39 42 81 35 51 86 22 44 66 27 46 73 6:00 PM 29 49 78 25 41 66 35 50 85 29 37 66 24 43 67 35 45 80 27 37 64 27 42 69 7:00 PM 21 34 55 17 25 42 25 35 60 19 36 55 22 26 48 16 35 51 21 33 54 20 31 50 8:00 PM 14 18 32 16 30 46 22 33 55 20 26 46 25 35 60 12 17 29 12 31 43 14 26 40 9:00 PM 7 38 45 10 24 34 17 21 38 14 17 31 9 17 26 13 17 30 3 23 26 7 28 35 10:00 PM 8 13 21 12 20 32 4 16 20 10 21 31 10 13 23 1 12 13 12 16 28 11 16 27 11:00 PM 3 8 11 1 13 14 5 15 20 9 16 25 5 7 12 4 5 9 5 9 14 3 10 13 Total 428 486 914 454 491 945 464 501 965 451 496 947 438 452 890 443 469 912 433 457 890 438 478 916 Percent 47% 53% 48% 52% 48% 52% 48% 52% 49% 51% 49% 51% 49% 51% 48% 52% 1. Mid -week average includes data between Tuesday and Thursday. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Vehicle Classification Report Sum Location: S 376th St E-O 5th Ave Count Direction: Eastbound / Westbound Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 ■ DATA SOLUTIONS FHWA Vehicle Classification Total 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume Study Total Eastbound 1 267 44 0 36 6 0 0 1 0 0 0 0 355 Percent 0.3% 75.2% 12.4% 0.0% 10.1 % 1.7% 0.0% 0.0% 0.3% 0.0% 0.0% 0.0% 0.0% 100% Westbound 0 294 36 1 52 4 0 0 0 0 0 0 0 387 Percent 0.0% 76.0% 9.3% 0.3% 13.4% 1.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 1 561 80 1 88 10 0 0 1 0 0 0 0 742 Percent 0.1 % 75.6% 10.8% 0.1 % 11.9% 1.3% 0.0% 0.0% 0.1 % 0.0% 0.0% 0.0% 0.0% 100% FHWA Vehicle Classification Class 1 - Motorcycles Class 8 - Four or Fewer Axle Single -Trailer Trucks Class 2 - Passenger Cars Class 9 - Five -Axle Single -Trailer Trucks Class 3 - Other Two -Axle, Four -Tire Single Unit Vehicles Class 10 - Six or More Axle Single -Trailer Trucks Class 4 - Buses Class 11 - Five or fewer Axle Multi -Trailer Trucks Class 5 - Two -Axle, Six -Tire, Single -Unit Trucks Class 12 - Six -Axle Multi -Trailer Trucks Class 6 - Three -Axle Single -Unit Trucks Class 13 - Seven or More Axle Multi -Trailer Trucks Class 7 - Four or More Axle Single -Unit Trucks Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Wednesday, March 2, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 1 0 1 1 0 0 0 0 0 0 0 4 11:00 AM 0 7 1 0 0 0 0 0 0 0 0 0 0 8 12:00 PM 0 8 0 0 1 0 0 0 0 0 0 0 0 9 1:00PM 1 3 2 0 0 0 0 0 0 0 0 0 0 6 2:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 3:00PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 4:00PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 5:00PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 6:00PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 7:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 50 7 0 4 1 0 0 0 0 0 0 0 63 E] Percent 1.6% 79.4% 11.1% 0.0% 6.3% 1.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Wednesday, March 2, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 2 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 6 1 0 2 0 0 0 0 0 0 0 0 9 11:00 AM 0 7 0 0 1 0 0 0 0 0 0 0 0 8 12:00 PM 0 5 0 0 2 0 0 0 0 0 0 0 0 7 1:00PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 2:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 3:00PM 0 3 2 0 2 0 0 0 0 0 0 0 0 7 4:00PM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 5:00PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 6:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 7:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 52 5 0 10 0 0 0 0 0 0 0 0 67 Percent 0.0% 77.6% 7.5% 0.0% 14.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Thursday, March 3, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 6 1 0 2 0 0 0 0 0 0 0 0 9 11:00 AM 0 3 0 0 1 1 0 0 0 0 0 0 0 5 12:00 PM 0 6 2 0 1 0 0 0 0 0 0 0 0 9 1:00PM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 2:00PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 3:00PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 4:00PM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 5:00PM 0 5 1 0 0 1 0 0 0 0 0 0 0 7 6:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00PM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 45 6 0 8 2 0 0 0 0 0 0 0 61 Percent 0.0% 73.8% 9.8% 0.0% 13.1% 3.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Thursday, March 3, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 9:00 AM 0 3 0 0 2 0 0 0 0 0 0 0 0 5 10:00 AM 0 5 0 0 4 0 0 0 0 0 0 0 0 9 11:00 AM 0 9 0 0 1 0 0 0 0 0 0 0 0 10 12:00 PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 1:00PM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 2:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 5 0 0 0 0 0 0 0 0 0 0 0 5 4:00PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 5:00PM 0 7 1 0 1 0 0 0 0 0 0 0 0 9 6:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00PM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 51 3 0 13 0 0 0 0 0 0 0 0 67 Percent 0.0% 76.1% 4.5% 0.0% 19.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Friday, March 4, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 11 0 0 0 0 0 0 0 0 0 0 0 11 12:00 PM 0 8 1 0 1 0 0 0 0 0 0 0 0 10 1:00PM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 2:00PM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 3:00PM 0 1 3 0 0 0 0 0 0 0 0 0 0 4 4:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 5:00PM 0 4 3 0 0 0 0 0 0 0 0 0 0 7 6:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 40 11 0 4 0 0 0 0 0 0 0 0 55 E] Percent 0.0% 72.7% 20.0% 0.0% 7.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Friday, March 4, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 1 1 1 0 0 0 0 0 0 0 0 4 9:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 9 0 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 10 0 0 1 0 0 0 0 0 0 0 0 11 12:00 PM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 1:00PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 2:00PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 3:00PM 0 6 1 0 1 0 0 0 0 0 0 0 0 8 4:00PM 0 2 1 0 3 0 0 0 0 0 0 0 0 6 5:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 47 8 1 8 0 0 0 0 0 0 0 0 64 E] Percent 0.0% 73.4% 12.5% 1.6% 12.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Saturday, March 5, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 7 2 0 1 0 0 0 0 0 0 0 0 10 12:00 PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 1:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 2:00PM 0 3 2 0 0 0 0 0 0 0 0 0 0 5 3:00PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 4:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 29 6 0 2 0 0 0 0 0 0 0 0 37 Percent 0.0% 78.4% 16.2% 0.0% 5.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Saturday, March 5, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 12:00 PM 0 7 2 0 0 0 0 0 0 0 0 0 0 9 1:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 2:00PM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 4:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 5:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 6:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00PM 0 0 1 0 0 0 0 0 0 0 0 0 0 1 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 31 6 0 1 0 0 0 0 0 0 0 0 38 E] Percent 0.0% 81.6% 15.8% 0.0% 2.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Sunday, March 6, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 10:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 6 1 0 1 0 0 0 0 0 0 0 0 8 1:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 3:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 4:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 5:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 6:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 7:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 36 4 0 3 0 0 0 0 0 0 0 0 43 E] Percent 0.0% 83.7% 9.3% 0.0% 7.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 10 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Sunday, March 6, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 5 0 0 1 0 0 0 0 0 0 0 0 6 10:00 AM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 11:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 12:00 PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 1:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 2:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 3:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 5:00PM 0 2 2 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 32 6 0 3 0 0 0 0 0 0 0 0 41::] Percent 0.0% 78.0% 14.6% 0.0% 7.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 11 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Monday, March 7, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 3 0 0 1 1 0 0 0 0 0 0 0 5 9:00 AM 0 1 0 0 3 1 0 0 0 0 0 0 0 5 10:00 AM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 4 2 0 0 0 0 0 0 0 0 0 0 6 1:00PM 0 3 0 0 2 0 0 0 0 0 0 0 0 5 2:00PM 0 2 0 0 2 0 0 0 0 0 0 0 0 4 3:00PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 4:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 5:00PM 0 3 0 0 0 0 0 0 0 0 0 0 0 3 6:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 37 3 0 9 2 0 0 0 0 0 0 0 51 Percent 0.0% 72.5% 5.9% 0.0% 17.6% 3.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 12 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Monday, March 7, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 9:00 AM 0 7 0 0 2 2 0 0 0 0 0 0 0 11 10:00 AM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 12:00 PM 0 6 2 0 0 0 0 0 0 0 0 0 0 8 1:00PM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 2:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 3:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 4:00PM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 5:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 42 5 0 7 2 0 0 0 0 0 0 0 56 El Percent 0.0% 75.0% 8.9% 0.0% 12.5% 3.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 13 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Tuesday, March 8, 2022 Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 1 1 0 0 0 0 0 1 0 0 0 0 3 9:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 10:00 AM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 11:00 AM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 12:00 PM 0 4 0 0 1 0 0 0 0 0 0 0 0 5 1:00PM 0 0 1 0 0 1 0 0 0 0 0 0 0 2 2:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:00PM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 5:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 6:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 30 7 0 6 1 0 0 1 0 0 0 0 45 El Percent 0.0% 66.7% 15.6% 0.0% 13.3% 2.2% 0.0% 0.0% 2.2% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 14 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Tuesday, March 8, 2022 Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 9:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 10:00 AM 0 6 1 0 3 0 0 0 0 0 0 0 0 10 11:00 AM 0 8 1 0 1 0 0 0 0 0 0 0 0 10 12:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00PM 0 2 1 0 0 1 0 0 0 0 0 0 0 4 2:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3:00PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 4:00PM 0 6 0 0 2 0 0 0 0 0 0 0 0 8 5:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 6:00PM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 39 3 0 10 2 0 0 0 0 0 0 0 54 El Percent 0.0% 72.2% 5.6% 0.0% 18.5% 3.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 15 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Total Study Average Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 10:00 AM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 11:00 AM 0 6 1 0 0 0 0 0 0 0 0 0 0 7 12:00 PM 0 6 1 0 1 0 0 0 0 0 0 0 0 8 1:00PM 0 2 1 0 1 0 0 0 0 0 0 0 0 4 2:00PM 0 3 1 0 1 0 0 0 0 0 0 0 0 5 3:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 4:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 5:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 6:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00PM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 37 8 0 6 0 0 0 0 0 0 0 0 51 Percent 0.0% 72.5% 15.7% 0.0% 11.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 16 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Total Study Average Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 9:00 AM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 10:00 AM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 11:00 AM 0 7 0 0 1 0 0 0 0 0 0 0 0 8 12:00 PM 0 5 1 0 1 0 0 0 0 0 0 0 0 7 1:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 2:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 3:00PM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 4:00PM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 5:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 6:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 42 6 0 7 0 0 0 0 0 0 0 0 55 Percent 0.0% 76.4% 10.9% 0.0% 12.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 17 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 3-Day (Tuesday - Thursday) Average Eastbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 1 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 10:00 AM 0 4 1 0 1 0 0 0 0 0 0 0 0 6 11:00 AM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 12:00 PM 0 6 1 0 1 0 0 0 0 0 0 0 0 8 1:00PM 0 2 1 0 0 0 0 0 0 0 0 0 0 3 2:00PM 0 3 1 0 0 0 0 0 0 0 0 0 0 4 3:00PM 0 4 0 0 0 0 0 0 0 0 0 0 0 4 4:00PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 5:00PM 0 5 1 0 0 0 0 0 0 0 0 0 0 6 6:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 42 8 0 4 0 0 0 0 0 0 0 0 54 E] Percent 0.0% 77.8% 14.8% 0.0% 7.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 18 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 3-Day (Tuesday - Thursday) Average Westbound e40-1 " DATA SOLUTIONS FHWA Vehicle Classification Total Time 1 2 3 4 5 6 7 8 9 10 11 12 13 Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 9:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 3 10:00 AM 0 6 1 0 3 0 0 0 0 0 0 0 0 10 11:00 AM 0 8 0 0 1 0 0 0 0 0 0 0 0 9 12:00 PM 0 3 0 0 1 0 0 0 0 0 0 0 0 4 1:00PM 0 4 1 0 0 0 0 0 0 0 0 0 0 5 2:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 3:00PM 0 5 1 0 1 0 0 0 0 0 0 0 0 7 4:00PM 0 6 0 0 1 0 0 0 0 0 0 0 0 7 5:00PM 0 6 0 0 0 0 0 0 0 0 0 0 0 6 6:00PM 0 2 0 0 0 0 0 0 0 0 0 0 0 2 7:00PM 0 1 0 0 1 0 0 0 0 0 0 0 0 2 8:00PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 48 3 0 11 0 0 0 0 0 0 0 0 62 Percent 0.0% 77.4% 4.8% 0.0% 17.7% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 19 Vehicle Speed Report Summary DATA SOLUTIONS Location: S 376th St E-O 5th Ave Count Direction: Eastbound / Westbound Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Speed Range (mph) Total 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume Study Total Eastbound 9 23 76 128 85 26 7 1 0 0 0 0 0 0 0 0 0 355 Percent 2.5% 6.5% 21.4% 36.1 % 23.9% 7.3% 2.0% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Westbound 4 27 42 73 124 90 22 3 2 0 0 0 0 0 0 0 0 387 Percent 1.0% 7.0% 10.9% 18.9% 32.0% 23.3% 5.7% 0.8% 0.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total 13 50 118 201 209 116 29 4 2 0 0 0 0 0 0 0 0 742 Percent 1.8% 6.7% 15.9% 27.1 % 28.2% 15.6% 3.9% 0.5% 0.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 100% Total toy Percentile Speed Summary Total Study Speed Statistics Eastbound Eastbound 50th Percentile (Median) 22.8 mph Mean (Average) Speed 22.6 mph 85th Percentile 28.2 mph 10 mph Pace 18.9 - 28.9 mph 95th Percentile 31.7 mph Percent in Pace 62.8 % Westbound Westbound 50th Percentile (Median) 26.8 mph Mean (Average) Speed 26.1 mph 85th Percentile 32.7 mph 10 mph Pace 21.8 - 31.8 mph 95th Percentile 35.7 mph Percent in Pace 58.9 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Wednesday, March 2, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 1 1 5 1 0 0 0 0 0 0 0 0 0 0 0 0 8 12:00 PM 0 0 0 5 2 2 0 0 0 0 0 0 0 0 0 0 0 9 1:00 PM 0 0 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 6 2:00 PM 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 2 2 2 1 0 0 0 0 0 0 0 0 0 0 0 7 4:00 PM 0 0 4 2 0 1 0 0 0 0 0 0 0 0 0 0 0 7 5:00 PM 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 5 6:00 PM 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 15 27 13 5 1 0 0 0 0 0 0 0 0 0 0 63 Percent 0.0% 3.2% 23.8% 42.9% 20.6% 7.9% 1.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 23.6 mph Mean (Average) Speed 23.3 mph 85th Percentile 28.0 mph 10 mph Pace 15.5 - 25.5 mph 95th Percentile 34.9 mph Percent in Pace 69.8 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Wednesday, March 2, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 2 0 3 3 0 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 1 0 0 3 3 1 0 0 0 0 0 0 0 0 0 0 8 12:00 PM 0 0 1 1 4 1 0 0 0 0 0 0 0 0 0 0 0 7 1:00 PM 0 1 3 1 0 1 0 0 0 0 0 0 0 0 0 0 0 6 2:00 PM 0 1 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 4 3:00 PM 0 0 0 1 2 2 2 0 0 0 0 0 0 0 0 0 0 7 4:00 PM 0 0 1 1 4 1 0 0 0 0 0 0 0 0 0 0 0 7 5:00 PM 0 0 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 6 6:00 PM 0 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 7:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 6 8 6 25 19 3 0 0 0 0 0 0 0 0 0 0 67 Percent 0.0% 9.0% 11.9% 9.0% 37.3% 28.4% 4.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 27.5 mph Mean (Average) Speed 26.2 mph 85th Percentile 32.0 mph 10 mph Pace 23.4 - 33.4 mph 95th Percentile 34.6 mph Percent in Pace 68.66 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Thursday, March 3, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 1 0 0 2 6 0 0 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 0 2 1 1 1 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 1 1 4 2 1 0 0 0 0 0 0 0 0 0 0 0 9 1:00 PM 0 0 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 0 1 1 3 0 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 0 1 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 7 5:00 PM 2 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 7 6:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 3 2 12 20 19 4 1 0 0 0 0 0 0 0 0 0 0 61 Percent 4.9% 3.3% 19.7% 32.8% 31.1% 6.6% 1.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 23.9 mph Mean (Average) Speed 22.6 mph 85th Percentile 28.4 mph 10 mph Pace 18.8 - 28.8 mph 95th Percentile 30.4 mph Percent in Pace 67.2 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Thursday, March 3, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 1 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 5 10:00 AM 0 0 0 1 7 0 0 1 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 1 2 2 0 2 2 1 0 0 0 0 0 0 0 0 0 10 12:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 1:00 PM 0 0 1 2 2 2 0 0 0 0 0 0 0 0 0 0 0 7 2:00 PM 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 1 1 1 1 2 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 1 1 2 3 2 0 0 0 0 0 0 0 0 0 0 0 9 6:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 2 0 0 0 1 0 0 0 0 0 0 0 0 0 3 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 4 5 17 25 8 4 3 0 0 0 0 0 0 0 0 0 67 Percent 1.5% 6.0% 7.5% 25.4% 37.3% 11.9% 6.0% 4.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 25.6 mph Mean (Average) Speed 25.8 mph 85th Percentile 31.3 mph 10 mph Pace 21.1 - 31.1 mph 95th Percentile 40.2 mph Percent in Pace 65.67 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Friday, March 4, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 1 1 2 3 3 1 0 0 0 0 0 0 0 0 0 0 0 11 12:00 PM 0 3 1 3 3 0 0 0 0 0 0 0 0 0 0 0 0 10 1:00 PM 1 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 6 2:00 PM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 3:00 PM 1 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 2 4 0 1 0 0 0 0 0 0 0 0 0 0 0 7 6:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 3 7 12 16 13 4 0 0 0 0 0 0 0 0 0 0 0 55 Percent 5.5% 12.7% 21.8% 29.1% 23.6% 7.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 21.6 mph Mean (Average) Speed 21.3 mph 85th Percentile 28.1 mph 10 mph Pace 18.2 - 28.2 mph 95th Percentile 31.5 mph Percent in Pace 56.4 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Friday, March 4, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 9:00 AM 0 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 1 0 3 4 1 0 0 0 0 0 0 0 0 0 0 0 9 11:00 AM 0 0 1 2 2 4 1 0 1 0 0 0 0 0 0 0 0 11 12:00 PM 0 0 2 3 1 1 0 0 0 0 0 0 0 0 0 0 0 7 1:00 PM 1 1 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 4 3:00 PM 0 0 1 2 2 2 1 0 0 0 0 0 0 0 0 0 0 8 4:00 PM 0 1 0 1 2 1 1 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 1 0 2 1 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 4 8 13 18 15 4 0 1 0 0 0 0 0 0 0 0 64 Percent 1.6% 6.3% 12.5% 20.3% 28.1% 23.4% 6.3% 0.0% 1.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 26.8 mph Mean (Average) Speed 25.9 mph 85th Percentile 31.7 mph 10 mph Pace 21.6 - 31.6 mph 95th Percentile 36.9 mph Percent in Pace 60.94 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Saturday, March 5, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 11:00 AM 0 0 3 5 1 1 0 0 0 0 0 0 0 0 0 0 0 10 12:00 PM 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 1 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 5 3:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 5:00 PM 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 9 14 8 4 0 0 0 0 0 0 0 0 0 0 0 37 Percent 0.0% 5.4% 24.3% 37.8% 21.6% 10.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 22.7 mph Mean (Average) Speed 22.9 mph 85th Percentile 27.1 mph 10 mph Pace 16.6 - 26.6 mph 95th Percentile 31.6 mph Percent in Pace 78.4 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Saturday, March 5, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 3 1 2 0 0 0 0 0 0 0 0 0 0 0 6 12:00 PM 0 1 4 1 1 2 0 0 0 0 0 0 0 0 0 0 0 9 1:00 PM 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 4:00 PM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 6:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 7 8 10 11 0 0 0 0 0 0 0 0 0 0 0 38 Percent 0.0% 5.3% 18.4% 21.1% 26.3% 28.9% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 26.8 mph Mean (Average) Speed 26 mph 85th Percentile 33.4 mph 10 mph Pace 24.3 - 34.3 mph 95th Percentile 34.9 mph Percent in Pace 60.53 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Sunday, March 6, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 1 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:00 PM 0 0 1 3 2 2 0 0 0 0 0 0 0 0 0 0 0 8 1:00 PM 0 0 0 2 0 0 1 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 0 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 4:00 PM 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 0 0 1 1 0 0 0 1 0 0 0 0 0 0 0 0 0 3 6:00 PM 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 1 1 9 14 10 4 3 1 0 0 0 0 0 0 0 0 0 43 Percent 2.3% 2.3% 20.9% 32.6% 23.3% 9.3% 7.0% 2.3% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 23.4 mph Mean (Average) Speed 23.9 mph 85th Percentile 30.6 mph 10 mph Pace 16.2 - 26.2 mph 95th Percentile 38.5 mph Percent in Pace 62.8 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 10 Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Sunday, March 6, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 7:00 AM 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 AM 0 0 2 2 1 1 0 0 0 0 0 0 0 0 0 0 0 6 10:00 AM 1 1 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 7 11:00 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 12:00 PM 0 1 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 4 3:00 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 4:00 PM 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 3 5:00 PM 1 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 3 4 6 8 13 4 0 1 0 0 0 0 0 0 0 0 41 Percent 4.9% 7.3% 9.8% 14.6% 19.5% 31.7% 9.8% 0.0% 2.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 28.4 mph Mean (Average) Speed 26.7 mph 85th Percentile 34.6 mph 10 mph Pace 25.9 - 35.9 mph 95th Percentile 36.6 mph Percent in Pace 58.54 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 11 Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Monday, March 7, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 0 0 4 1 0 0 0 0 0 0 0 0 0 0 0 0 5 9:00 AM 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 0 5 10:00 AM 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 0 0 2 1 1 0 0 0 0 0 0 0 0 0 0 0 4 12:00 PM 0 1 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 6 1:00 PM 0 3 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 4 3:00 PM 0 0 0 3 2 0 1 0 0 0 0 0 0 0 0 0 0 6 4:00 PM 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 6:00 PM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 6 8 19 13 4 1 0 0 0 0 0 0 0 0 0 0 51 Percent 0.0% 11.8% 15.7% 37.3% 25.5% 7.8% 2.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 22.9 mph Mean (Average) Speed 22.9 mph 85th Percentile 28.8 mph 10 mph Pace 18.9 - 28.9 mph 95th Percentile 32.4 mph Percent in Pace 64.7 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 12 Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Monday, March 7, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 2 1 4 3 1 0 0 0 0 0 0 0 0 0 0 11 10:00 AM 0 0 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 1 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 6 12:00 PM 0 0 0 3 2 2 1 0 0 0 0 0 0 0 0 0 0 8 1:00 PM 0 0 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 6 2:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 0 0 0 1 4 0 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 2 2 2 0 0 0 0 0 0 0 0 0 0 0 6 5:00 PM 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 4 12 20 15 3 0 0 0 0 0 0 0 0 0 0 56 Percent 0.0% 3.6% 7.1% 21.4% 35.7% 26.8% 5.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 27.6 mph Mean (Average) Speed 27 mph 85th Percentile 33.4 mph 10 mph Pace 21.5 - 31.5 mph 95th Percentile 35.5 mph Percent in Pace 66.07 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 13 Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Tuesday, March 8, 2022 Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8:00 AM 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 10:00 AM 0 0 0 4 2 0 0 0 0 0 0 0 0 0 0 0 0 6 11:00 AM 0 1 3 2 0 1 0 0 0 0 0 0 0 0 0 0 0 7 12:00 PM 0 0 1 1 2 0 1 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 2:00 PM 1 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 3:00 PM 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:00 PM 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 2 3 11 18 9 1 1 0 0 0 0 0 0 0 0 0 0 45 Percent 4.4% 6.7% 24.4% 40.0% 20.0% 2.2% 2.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 21.9 mph Mean (Average) Speed 21.3 mph 85th Percentile 26.9 mph 10 mph Pace 14.3 - 24.3 mph 95th Percentile 30.7 mph Percent in Pace 71.1 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 14 Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Tuesday, March 8, 2022 Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0-10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 AM 0 1 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 1 1 2 3 3 0 0 0 0 0 0 0 0 0 0 0 10 11:00 AM 0 2 1 1 3 1 2 0 0 0 0 0 0 0 0 0 0 10 12:00 PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 2:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 3:00 PM 0 1 1 0 1 2 1 0 0 0 0 0 0 0 0 0 0 6 4:00 PM 0 1 1 1 4 1 0 0 0 0 0 0 0 0 0 0 0 8 5:00 PM 0 0 0 2 2 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 3 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 6 6 11 18 9 4 0 0 0 0 0 0 0 0 0 0 54 Percent 0.0% 11.1 % 11.1 % 20.4% 33.3% 16.7% 7.4% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th Percentile (Median) 26.1 mph Mean (Average) Speed 25.2 mph 85th Percentile 31.0 mph 10 mph Pace 21.3 - 31.3 mph 95th Percentile 35.1 mph Percent in Pace 61.11 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 15 Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Total Study Average Eastbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10:00 AM 0 0 0 1 3 0 0 0 0 0 0 0 0 0 0 0 0 4 11:00 AM 0 1 2 3 1 1 0 0 0 0 0 0 0 0 0 0 0 8 12:00 PM 0 1 1 3 2 1 0 0 0 0 0 0 0 0 0 0 0 8 1:00 PM 0 0 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 3 2:00 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4 4:00 PM 0 0 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 0 4 6:00 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 2 11 17 11 3 0 0 0 0 0 0 0 0 0 0 0 44 Percent 0.0% 4.5% 25.0% 38.6% 25.0% 6.8% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 22.8 mph Mean (Average) Speed 22.6 mph 85th Percentile 28.2 mph 10 mph Pace 18.9 - 28.9 mph 95th Percentile 31.7 mph Percent in Pace 62.8 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 16 Location: S 376th St E-O 5th Ave ` Date Range: 3/2/2022 to 3/8/2022 Site Code: 03 Total Study Average Westbound DATA SOLUTIONS Speed Range (mph) Total Time 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Volume 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 9:00 AM 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 5 10:00 AM 0 1 1 1 3 1 0 0 0 0 0 0 0 0 0 0 0 7 11:00 AM 0 1 1 1 1 2 1 0 0 0 0 0 0 0 0 0 0 7 12:00 PM 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 5 1:00 PM 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 5 2:00 PM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 3:00 PM 0 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 5 4:00 PM 0 0 0 1 2 1 0 0 0 0 0 0 0 0 0 0 0 4 5:00 PM 0 0 1 1 2 1 0 0 0 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 3 6 8 18 11 2 0 0 0 0 0 0 0 0 0 0 48 Percent 0.0% 6.3% 12.5% 16.7% 37.5% 22.9% 4.2% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24-hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th Percentile (Median) 26.8 mph Mean (Average) Speed 26.1 mph 85th Percentile 32.7 mph 10 mph Pace 21.8 - 31.8 mph 95th Percentile 35.7 mph Percent in Pace 58.9 % Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com 17 Location: S 376th St E-O 5th Ave Date Range: 3/2/2022 - 3/8/2022 Site Code: 03 e&1 DATA SOLUTIONS Wednesday Thursday Friday Saturday Sunday Monday Tuesday 3/2/2022 3/3/2022 3/4/2022 3/5/2022 3/6/2022 3/7/2022 3/8/2022 Mid -Week Average Time EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 1 1 0 0 0 0 1 1 0 2 2 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 1 1 1 2 0 0 0 0 0 0 3 2 5 0 0 0 0 0 0 0 1 1 7:00 AM 1 2 3 0 1 1 0 0 0 0 0 0 1 2 3 1 1 2 2 1 3 1 1 2 8:00 AM 2 2 4 2 3 5 2 4 6 0 0 0 2 0 2 5 3 8 3 3 6 2 3 5 9:00 AM 2 2 4 2 5 7 1 3 4 1 3 4 2 6 8 5 11 16 3 2 5 2 3 5 10:00 AM 4 9 13 9 9 18 3 9 12 3 4 7 4 7 11 4 4 8 6 10 16 6 9 16 11:00 AM 8 8 16 5 10 15 11 11 22 10 6 16 3 1 4 4 6 10 7 10 17 7 9 16 12:00 PM 9 7 16 9 4 13 10 7 17 5 9 14 8 5 13 6 8 14 5 1 6 8 4 12 1:00 PM 6 6 12 3 7 10 6 5 11 3 4 7 3 4 7 5 6 11 2 4 6 4 6 9 2:00 PM 5 4 9 5 2 7 4 4 8 5 2 7 3 4 7 4 1 5 3 1 4 4 2 7 3:00 PM 7 7 14 5 5 10 4 8 12 2 2 4 3 1 4 6 5 11 1 6 7 4 6 10 4:00 PM 7 7 14 7 6 13 3 6 9 1 3 4 3 3 6 4 6 10 4 8 12 6 7 13 5:00 PM 5 6 11 7 9 16 7 4 11 4 2 6 3 4 7 3 4 7 5 4 9 6 6 12 6:00 PM 2 4 6 2 1 3 2 0 2 1 1 2 3 0 3 2 0 2 3 3 6 2 3 5 7:00 PM 1 1 2 3 3 6 1 1 2 1 1 2 1 0 1 1 0 1 0 0 0 1 1 3 8:00 PM 3 1 4 0 0 0 0 1 1 0 0 0 1 0 1 0 0 0 1 1 2 1 1 2 9:00 PM 1 0 1 0 0 0 1 1 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 1 1 2 0 0 0 0 0 0 11:00 PM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 63 67 130 61 67 128 55 64 119 37 38 75 43 41 84 51 56 107 45 54 99 56 63 119 Percent 48% 52% 48% 52% 46% 54% 49% 51% 51% 49% 48% 52% 45% 55% 47% 53% 1. Mid -week average includes data between Tuesday and Thursday. Mark Skaggs:425-250-0777 mark.skaggs@idaxdata.com Attachment C: LOS Worksheets 22 HCM Signalized Intersection Capacity Analysis 1: Enchanted Pkwy S & Milton Rd S S 376th Street Extension Existing Weekday PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 4 r t t Traffic Volume (vph) 160 50 45 25 105 175 20 715 20 155 1265 465 Future Volume (vph) 160 50 45 25 105 175 20 715 20 155 1265 465 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 5% 2% 3% -2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.93 1.00 0.85 1.00 1.00 1.00 0.96 Flt Protected 0.95 1.00 0.99 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1712 1670 1845 1558 1743 3454 1770 3362 Flt Permitted 0.95 1.00 0.99 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1712 1670 1845 1558 1743 3454 1770 3362 Peak -hour factor, PHF 0.85 0.85 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.92 0.92 0.92 Adj. Flow (vph) 188 59 53 26 111 184 24 851 24 168 1375 505 RTOR Reduction (vph) 0 23 0 0 0 85 0 1 0 0 19 0 Lane Group Flow (vph) 188 89 0 0 137 99 24 874 0 168 1861 0 Confl. Peds. (#/hr) 6 2 7 1 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 2% 2% 2% 1 % 1 % 1 % 2% 2% 2% 3% 3% 3% Bus Blockages (#/hr) 2 0 2 2 0 2 0 2 0 0 2 0 Turn Type Split NA Split NA pm+ov Prot NA Prot NA Protected Phases 2 2 6 6 7 3 8 7 4 Permitted Phases 6 Actuated Green, G (s) 20.5 20.5 18.8 38.4 5.5 71.1 19.6 85.2 Effective Green, g (s) 20.5 20.5 18.8 38.4 5.5 71.1 19.6 85.2 Actuated g/C Ratio 0.14 0.14 0.13 0.26 0.04 0.47 0.13 0.57 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 233 228 231 398 63 1637 231 1909 v/s Ratio Prot c0.11 0.05 c0.07 0.03 0.01 0.25 c0.09 c0.55 v/s Ratio Perm 0.03 v/c Ratio 0.81 0.39 0.59 0.25 0.38 0.53 0.73 0.97 Uniform Delay, d1 62.8 59.0 62.0 44.3 70.6 27.8 62.6 31.4 Progression Factor 1.00 1.00 1.00 1.00 0.95 1.05 0.83 0.72 Incremental Delay, d2 17.2 0.4 2.7 0.1 1.4 1.2 6.3 11.8 Delay (s) 80.1 59.4 64.7 44.5 68.5 30.4 58.3 34.6 Level of Service F E E D E C E C Approach Delay (s) 72.4 53.1 31.4 36.5 Approach LOS E D C D Intersection Summary HCM 2000 Control Delay 39.7 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.90 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 83.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group Transpo Group Synchro 11 Report HCM 6th Signalized Intersection Summary 1: Enchanted Pkwy S & Milton Rd S S 376th Street Extension Existing Weekday PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 4 r* t t Traffic Volume (veh/h) 160 50 45 25 105 175 20 715 20 155 1265 465 Future Volume (veh/h) 160 50 45 25 105 175 20 715 20 155 1265 465 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1723 1723 1723 1862 1862 1862 1817 1817 1817 1934 1934 1934 Adj Flow Rate, veh/h 188 59 53 26 111 184 24 851 24 168 1375 505 Peak Hour Factor 0.85 0.85 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 1 1 1 2 2 2 3 3 3 Cap,vehlh 225 113 101 33 140 586 362 1211 34 520 1140 397 Arrive On Green 0.14 0.14 0.13 0.09 0.09 0.09 0.42 0.71 0.69 0.09 0.14 0.14 Sat Flow. veh/h 1641 824 740 350 1494 1533 1731 3429 97 1842 2672 930 Grp Volume(v), veh/h 188 0 112 137 0 184 24 429 446 168 922 958 Grp Sat Flow(s),vehlh/In 1641 0 1564 1844 0 1533 1731 1726 1799 1842 1837 1765 Q Serve(g_s), s 16.8 0.0 10.0 10.9 0.0 0.0 1.2 21.7 21.7 12.8 64.0 64.0 Cycle Q Clear(g_c), s 16.8 0.0 10.0 10.9 0.0 0.0 1.2 21.7 21.7 12.8 64.0 64.0 Prop In Lane 1.00 0.47 0.19 1.00 1.00 0.05 1.00 0.53 Lane Grp Cap(c), veh/h 225 0 214 173 0 586 362 610 636 520 784 753 V/C Ratio(X) 0.84 0.00 0.52 0.79 0.00 0.31 0.07 0.70 0.70 0.32 1.18 1.27 Avail Cap(c_a), veh/h 306 0 292 344 0 728 362 610 636 520 784 753 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.98 0.98 0.98 0.57 0.57 0.57 Uniform Delay (d), s/veh 63.1 0.0 60.4 66.5 0.0 33.0 34.8 17.4 17.5 54.6 64.4 64.5 Incr Delay (d2), s/veh 10.4 0.0 0.7 3.1 0.0 0.1 0.0 6.5 6.3 0.1 87.2 128.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 7.7 0.0 4.1 5.3 0.0 4.7 0.5 6.2 6.5 6.4 50.6 57.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 73.6 0.0 61.2 69.6 0.0 33.2 34.9 23.9 23.7 54.7 151.6 193.2 LnGrp LOS E A E E A C C C C D F F Approach Vol, veh/h 300 321 899 2048 Approach Delay, s/veh 68.9 48.7 24.1 163.1 Approach LOS E D C F Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 25.5 36.4 69.0 19.1 47.4 58.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 28.0 10.0 64.0 28.0 21.0 53.0 Max Q Clear Time (g_c+11), s 18.8 3.2 66.0 12.9 14.8 23.7 Green Ext Time (p-c), s 0.8 0.0 0.0 0.6 0.1 16.9 Intersection Summary HCM 6th Ctrl Delay 109.9 HCM 6th LOS F Transpo Group Synchro 11 Report HCM Signalized Intersection Capacity Analysis S 376th Street Extension 2: Enchanted Pkwy S & 19 Wy S Existing Weekday PM Peak Hour t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Traffic Volume (vph) 35 30 45 680 1285 80 Future Volume (vph) 35 30 45 680 1285 80 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 0% -1 % 1 % Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1791 1580 1778 3543 3438 Flt Permitted 0.95 1.00 0.14 1.00 1.00 Satd. Flow (perm) 1791 1580 265 3543 3438 Peak -hour factor, PHF 0.76 0.76 0.93 0.93 0.90 0.90 Adj. Flow (vph) 46 39 48 731 1428 89 RTOR Reduction (vph) 0 31 0 0 3 0 Lane Group Flow (vph) 46 8 48 731 1514 0 Confl. Peds. (#/hr) 1 2 1 Heavy Vehicles (%) 0% 0% 2% 2% 3% 3% Bus Blockages (#/hr) 2 2 0 2 2 0 Turn Type Prot Perm Perm NA NA Protected Phases 4 2 6 Permitted Phases 4 2 Actuated Green, G (s) 8.3 8.3 56.7 56.7 56.7 Effective Green, g (s) 8.3 8.3 56.7 56.7 56.7 Actuated g/C Ratio 0.11 0.11 0.76 0.76 0.76 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 198 174 200 2678 2599 v/s Ratio Prot c0.03 0.21 c0.44 v/s Ratio Perm 0.00 0.18 v/c Ratio 0.23 0.05 0.24 0.27 0.58 Uniform Delay, d1 30.4 29.8 2.7 2.8 4.0 Progression Factor 1.00 1.00 1.00 1.00 1.32 Incremental Delay, d2 0.2 0.0 2.8 0.3 0.4 Delay (s) 30.7 29.8 5.5 3.1 5.7 Level of Service C C A A A Approach Delay (s) 30.3 3.2 5.7 Approach LOS C A A Intersection Summa HCM 2000 Control Delay 5.8 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.54 Actuated Cycle Length (s) 75.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Transpo Group Synchro 11 Report HCM 6th Signalized Intersection Summary S 376th Street Extension 2: Enchanted Pkwy S & 19 Wy S Existing Weekday PM Peak Hour t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r* tt t Traffic Volume (veh/h) 35 30 45 680 1285 80 Future Volume (veh/h) 35 30 45 680 1285 80 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 0.99 0.99 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1900 1900 1909 1909 1850 1850 Adj Flow Rate, veh/h 46 39 48 731 1428 89 Peak Hour Factor 0.76 0.76 0.93 0.93 0.90 0.90 Percent Heavy Veh, % 0 0 2 2 3 3 Cap,vehlh 99 88 381 2943 2726 169 Arrive On Green 0.06 0.06 0.81 0.81 1.00 1.00 Sat Flow. veh/h 1795 1597 351 3723 3453 209 Grp Volume(v), veh/h 46 39 48 731 744 773 Grp Sat Flow(s),vehlh/In 1795 1597 351 1814 1757 1812 Q Serve(g_s), s 1.9 1.8 2.2 3.6 0.0 0.0 Cycle Q Clear(g_c), s 1.9 1.8 2.2 3.6 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.12 Lane Grp Cap(c), veh/h 99 88 381 2943 1426 1470 V/C Ratio(X) 0.46 0.44 0.13 0.25 0.52 0.53 Avail Cap(c_a), veh/h 550 490 381 2943 1426 1470 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.20 0.20 Uniform Delay (d), s/veh 34.3 34.3 1.5 1.7 0.0 0.0 Incr Delay (d2), s/veh 1.2 1.3 0.7 0.2 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 0.8 0.7 0.1 0.3 0.1 0.1 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.6 35.6 2.2 1.9 0.3 0.3 LnGrp LOS D D A A A A Approach Vol, veh/h 85 779 1517 Approach Delay, s/veh 35.6 1.9 0.3 Approach LOS D A A Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 65.9 9.1 65.9 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 42.0 23.0 42.0 Max Q Clear Time (g_c+11), s 5.6 3.9 2.0 Green Ext Time (p-c), s 17.6 0.1 34.7 Intersection Summary HCM 6th Ctrl Delay 2.1 HCM 6th LOS A Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 3: 19th Wy S & S 369th St Existing Weekday PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 5 5 0 5 20 5 35 0 30 45 15 Future Volume (Veh/h) 10 5 5 0 5 20 5 35 0 30 45 15 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 10 5 5 0 5 20 5 35 0 30 45 15 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1319 pX, platoon unblocked vC, conflicting volume 180 158 52 165 165 35 60 35 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 180 158 52 165 165 35 60 35 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 99 100 100 99 98 100 98 cM capacity (veh/h) 750 718 1015 778 711 1038 1544 1576 Direction, Lane # EB 1 WB 1 NB 1 SIB 1 Volume Total 20 25 40 90 Volume Left 10 0 5 30 Volume Right 5 20 0 15 cSH 793 951 1544 1576 Volume to Capacity 0.03 0.03 0.00 0.02 Queue Length 95th (ft) 2 2 0 1 Control Delay (s) 9.7 8.9 0.9 2.5 Lane LOS A A A A Approach Delay (s) 9.7 8.9 0.9 2.5 Approach LOS A A Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 24.9% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 3: 19th Wy S & S 369th St Existing Weekday PM Peak Hour Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 5 5 0 5 20 5 35 0 30 45 15 Future Vol, veh/h 10 5 5 0 5 20 5 35 0 30 45 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 5 5 0 5 20 5 35 0 30 45 15 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 171 158 53 163 165 35 60 0 0 35 0 0 Stage 1 113 113 - 45 45 - - - - - - - Stage 2 58 45 - 118 120 - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 792 734 1014 802 728 1038 1544 1576 Stage 1 892 802 - 969 857 - - - Stage 2 954 857 - 887 796 - - - Platoon blocked, % Mov Cap-1 Maneuver 759 717 1014 780 711 1038 1544 1576 Mov Cap-2 Maneuver 759 717 - 780 711 - - - Stage 1 889 786 966 854 Stage 2 927 854 859 780 Approach EB WB NB SB HCM Control Delay, s 9.6 8.9 0.9 2.4 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1544 797 951 1576 HCM Lane V/C Ratio 0.003 0.025 0.026 0.019 HCM Control Delay (s) 7.3 0 9.6 8.9 7.3 0 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0 - 0.1 0.1 0.1 - Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 4: Milton Rd S & S 369 St Existing Weekday PM Peak Hour t Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 25 20 90 40 25 585 Future Volume (Veh/h) 25 20 90 40 25 585 Sign Control Stop Free Free Grade -2% 1 % 2% Peak Hour Factor 0.83 0.83 0.90 0.90 0.89 0.89 Hourly flow rate (vph) 30 24 100 44 28 657 Pedestrians 10 10 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 845 132 144 vC1, stage 1 conf vol 122 vC2, stage 2 conf vol 723 vCu, unblocked vol 845 132 144 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.3 2.2 p0 queue free % 93 97 98 cM capacity (veh/h) 453 914 1438 Direction, Lane # WB 1 NB 1 SIB 1 Volume Total 54 144 685 Volume Left 30 0 28 Volume Right 24 44 0 cSH 584 1700 1438 Volume to Capacity 0.09 0.08 0.02 Queue Length 95th (ft) 8 0 1 Control Delay (s) 11.8 0.0 0.5 Lane LOS B A Approach Delay (s) 11.8 0.0 0.5 Approach LOS B Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 52.7% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 4: Milton Rd S & S 369 St Existing Weekday PM Peak Hour Intersection Int Delay, s/veh Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 20 90 40 25 585 Future Vol, veh/h 25 20 90 40 25 585 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % -2 1 2 Peak Hour Factor 83 83 90 90 89 89 Heavy Vehicles, % 0 0 4 4 2 2 Mvmt Flow 30 24 100 44 28 657 Major/Minor Minorl Majorl Major2 Conflicting Flow All 835 122 0 0 144 0 Stage 1 122 - - - - - Stage 2 713 - - Critical Hdwy 6 6 4.12 Critical Hdwy Stg 1 5 - - Critical Hdwy Stg 2 5 - - Follow-up Hdwy 3.5 3.3 2.218 Pot Cap-1 Maneuver 373 941 1438 Stage 1 921 - - Stage 2 530 - - Platoon blocked, % Mov Cap-1 Maneuver 361 941 1438 Mov Cap-2 Maneuver 361 - - Stage 1 921 Stage 2 514 WB NB SB HCM Control Delay, s 13.1 0 0.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 497 1438 HCM Lane V/C Ratio 0.109 0.02 HCM Control Delay (s) 13.1 7.6 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.4 0.1 - Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 5: Milton Rd S & S 375 St/S 376 St Existing Weekday PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 5 30 5 0 10 15 85 0 5 495 110 Future Volume (Veh/h) 30 5 30 5 0 10 15 85 0 5 495 110 Sign Control Stop Stop Free Free Grade 2% 2% 2% -1 % Peak Hour Factor 0.82 0.82 0.82 0.56 0.56 0.56 0.89 0.89 0.89 0.96 0.96 0.96 Hourly flow rate (vph) 37 6 37 9 0 18 17 96 0 5 516 115 Pedestrians 10 10 10 10 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 752 734 594 774 791 116 641 106 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 752 734 594 774 791 116 641 106 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 88 98 93 97 100 98 98 100 cM capacity (veh/h) 304 333 495 276 311 924 925 1471 Direction, Lane # EB 1 WB 1 NB 1 SIB 1 Volume Total 80 27 113 636 Volume Left 37 9 17 5 Volume Right 37 18 0 115 cSH 373 518 925 1471 Volume to Capacity 0.21 0.05 0.02 0.00 Queue Length 95th (ft) 20 4 1 0 Control Delay (s) 17.2 12.3 1.5 0.1 Lane LOS C B A A Approach Delay (s) 17.2 12.3 1.5 0.1 Approach LOS C B Intersection Summary Average Delay 2.3 Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC 5: Milton Rd S & S 375 St/S 376 St S 376th Street Extension Existing Weekday PM Peak Hour Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 5 30 5 0 10 15 85 0 5 495 110 Future Vol, veh/h 30 5 30 5 0 10 15 85 0 5 495 110 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % 2 2 2 -1 Peak Hour Factor 82 82 82 56 56 56 89 89 89 96 96 96 Heavy Vehicles, % 2 2 2 0 0 0 4 4 4 2 2 2 Mvmt Flow 37 6 37 9 0 18 17 96 0 5 516 115 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 723 714 574 735 771 96 631 0 0 96 0 0 Stage 1 584 584 - 130 130 - - - - - - - Stage 2 139 130 - 605 641 - - - Critical Hdwy 7.52 6.92 6.42 7.5 6.9 6.4 4.14 4.12 Critical Hdwy Stg 1 6.52 5.92 - 6.5 5.9 - - - Critical Hdwy Stg 2 6.52 5.92 - 6.5 5.9 - - - Follow-up Hdwy 3.518 4.018 3.318 3.5 4 3.3 2.236 2.218 Pot Cap-1 Maneuver 315 329 502 311 306 961 942 1498 Stage 1 466 467 - 866 781 - - - Stage 2 851 777 - 456 440 - - - Platoon blocked, % Mov Cap-1 Maneuver 304 321 502 279 299 961 942 1498 Mov Cap-2 Maneuver 304 321 - 279 299 - - - Stage 1 457 465 850 766 Stage 2 819 762 415 438 Approach EB WB NB SB HCM Control Delay, s 17.2 12.2 1.3 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 942 374 530 1498 HCM Lane V/C Ratio 0.018 0.212 0.051 0.003 HCM Control Delay (s) 8.9 0 17.2 12.2 7.4 0 HCM Lane LOS A A C B A A HCM 95th %tile Q(veh) 0.1 - 0.8 0.2 0 - Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 6: 19th Way S & S 375th St II Existing Weekday PM Peak Hour t t Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 20 5 0 20 20 Future Volume (Veh/h) 0 20 5 0 20 20 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 0 20 5 0 20 20 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 65 5 5 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 65 5 5 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 99 cM capacity (veh/h) 929 1078 1616 Direction, Lane # WB 1 NB 1 SIB 1 Volume Total 20 5 40 Volume Left 0 0 20 Volume Right 20 0 0 cSH 1078 1700 1616 Volume to Capacity 0.02 0.00 0.01 Queue Length 95th (ft) 1 0 1 Control Delay (s) 8.4 0.0 3.7 Lane LOS A A Approach Delay (s) 8.4 0.0 3.7 Approach LOS A Intersection Summary Average Delay 4.8 Intersection Capacity Utilization 18.8% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 6: 19th Way S & S 375th St Existing Weekday PM Peak Hour Intersection Int Delay, s/veh 4.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 20 5 0 20 20 Future Vol, veh/h 0 20 5 0 20 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 20 5 0 20 20 Major/Minor Minorl Majorl Major2 Conflicting Flow All 65 5 0 0 5 0 Stage 1 5 - - - - - Stage 2 60 - - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 941 1078 1616 Stage 1 1018 - - Stage 2 963 - - Platoon blocked, % Mov Cap-1 Maneuver 929 1078 1616 Mov Cap-2 Maneuver 929 - - Stage 1 1018 Stage 2 950 WB NB SB HCM Control Delay, s 8.4 0 3.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 1078 1616 HCM Lane V/C Ratio 0.019 0.012 HCM Control Delay (s) 8.4 7.3 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 0 - Transpo Group Synchro 11 Report HCM Signalized Intersection Capacity Analysis 1: Enchanted Pkwy S & Milton Rd S S 376th Street Extension Future (2040) Baseline Weekday PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 4 r t t Traffic Volume (vph) 220 35 55 30 170 250 20 555 25 330 1235 440 Future Volume (vph) 220 35 55 30 170 250 20 555 25 330 1235 440 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 5% 2% 3% -2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.85 1.00 0.99 1.00 0.96 Flt Protected 0.95 1.00 0.99 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1712 1627 1848 1558 1743 3443 1770 3366 Flt Permitted 0.95 1.00 0.99 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1712 1627 1848 1558 1743 3443 1770 3366 Peak -hour factor, PHF 0.85 0.85 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.92 0.92 0.92 Adj. Flow (vph) 259 41 65 32 179 263 24 661 30 359 1342 478 RTOR Reduction (vph) 0 39 0 0 0 76 0 2 0 0 20 0 Lane Group Flow (vph) 259 67 0 0 211 187 24 689 0 359 1800 0 Confl. Peds. (#/hr) 6 2 7 1 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 2% 2% 2% 1 % 1 % 1 % 2% 2% 2% 3% 3% 3% Bus Blockages (#/hr) 2 0 2 2 0 2 0 2 0 0 2 0 Turn Type Split NA Split NA pm+ov Prot NA Prot NA Protected Phases 2 2 6 6 7 3 8 7 4 Permitted Phases 6 Actuated Green, G (s) 24.3 24.3 22.0 45.0 6.0 60.7 23.0 77.7 Effective Green, g (s) 24.3 24.3 22.0 45.0 6.0 60.7 23.0 77.7 Actuated g/C Ratio 0.16 0.16 0.15 0.30 0.04 0.40 0.15 0.52 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 277 263 271 467 69 1393 271 1743 v/s Ratio Prot c0.15 0.04 c0.11 0.06 0.01 0.20 c0.20 c0.53 v/s Ratio Perm 0.06 v/c Ratio 0.94 0.25 0.78 0.40 0.35 0.49 1.32 1.03 Uniform Delay, d1 62.1 54.9 61.7 41.8 70.1 33.2 63.5 36.1 Progression Factor 1.00 1.00 1.00 1.00 0.96 1.04 0.87 0.77 Incremental Delay, d2 36.4 0.2 12.1 0.2 1.1 1.2 163.4 27.2 Delay (s) 98.5 55.1 73.7 42.0 68.3 35.8 219.0 54.9 Level of Service F E E D E D F D Approach Delay (s) 85.9 56.1 36.9 82.0 Approach LOS F E D F Intersection Summary HCM 2000 Control Delay 70.4 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.04 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 94.7% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Transpo Group Synchro 11 Report HCM 6th Signalized Intersection Summary 1: Enchanted Pkwy S & Milton Rd S S 376th Street Extension Future (2040) Baseline Weekday PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 4 r* t t Traffic Volume (veh/h) 220 35 55 30 170 250 20 555 25 330 1235 440 Future Volume (veh/h) 220 35 55 30 170 250 20 555 25 330 1235 440 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1723 1723 1723 1862 1862 1862 1817 1817 1817 1934 1934 1934 Adj Flow Rate, veh/h 259 41 65 32 179 263 24 661 30 359 1342 478 Peak Hour Factor 0.85 0.85 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 1 1 1 2 2 2 3 3 3 Cap,vehlh 283 102 162 37 208 529 233 1188 54 383 1147 391 Arrive On Green 0.17 0.17 0.17 0.13 0.13 0.13 0.13 0.35 0.35 0.07 0.14 0.14 Sat Flow. veh/h 1641 591 937 280 1567 1537 1731 3362 152 1842 2689 915 Grp Volume(v), veh/h 259 0 106 211 0 263 24 339 352 359 897 923 Grp Sat Flow(s),vehlh/In 1641 0 1528 1848 0 1537 1731 1726 1788 1842 1837 1768 Q Serve(g_s), s 23.3 0.0 9.3 16.8 0.0 0.0 1.8 23.7 23.8 29.1 64.0 64.0 Cycle Q Clear(g_c), s 23.3 0.0 9.3 16.8 0.0 0.0 1.8 23.7 23.8 29.1 64.0 64.0 Prop In Lane 1.00 0.61 0.15 1.00 1.00 0.09 1.00 0.52 Lane Grp Cap(c), veh/h 283 0 264 245 0 529 233 610 632 383 784 754 V/C Ratio(X) 0.91 0.00 0.40 0.86 0.00 0.50 0.10 0.56 0.56 0.94 1.14 1.22 Avail Cap(c_a), veh/h 306 0 285 345 0 613 233 610 632 383 784 754 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.99 0.99 0.99 0.57 0.57 0.57 Uniform Delay (d), s/veh 61.0 0.0 55.4 63.7 0.0 39.2 56.9 39.0 39.1 68.9 64.4 64.5 Incr Delay (d2), s/veh 28.0 0.0 0.4 11.1 0.0 0.3 0.1 3.6 3.5 20.4 74.1 107.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 11.9 0.0 3.6 8.6 0.0 7.6 0.8 10.5 10.9 16.6 47.8 53.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 89.0 0.0 55.8 74.8 0.0 39.5 57.0 42.6 42.6 89.3 138.5 172.3 LnGrp LOS F A E E A D E D D F F F Approach Vol, veh/h 365 474 715 2179 Approach Delay, s/veh 79.3 55.2 43.1 144.7 Approach LOS E E D F Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 30.9 25.2 69.0 24.9 36.2 58.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 28.0 10.0 64.0 28.0 21.0 53.0 Max Q Clear Time (g_c+11), s 25.3 3.8 66.0 18.8 31.1 25.8 Green Ext Time (p-c), s 0.4 0.0 0.0 0.8 0.0 12.7 Intersection Summary HCM 6th Ctrl Delay 107.5 HCM 6th LOS F Transpo Group Synchro 11 Report HCM Signalized Intersection Capacity Analysis S 376th Street Extension 2: Enchanted Pkwy S & 19 Wy S Future (2040) Baseline Weekday PM Peak Hour t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Traffic Volume (vph) 40 20 90 560 1160 160 Future Volume (vph) 40 20 90 560 1160 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 0% -1 % 1 % Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1791 1580 1778 3543 3401 Flt Permitted 0.95 1.00 0.15 1.00 1.00 Satd. Flow (perm) 1791 1580 289 3543 3401 Peak -hour factor, PHF 0.76 0.76 0.93 0.93 0.90 0.90 Adj. Flow (vph) 53 26 97 602 1289 178 RTOR Reduction (vph) 0 23 0 0 8 0 Lane Group Flow (vph) 53 3 97 602 1459 0 Confl. Peds. (#/hr) 1 2 1 Heavy Vehicles (%) 0% 0% 2% 2% 3% 3% Bus Blockages (#/hr) 2 2 0 2 2 0 Turn Type Prot Perm Perm NA NA Protected Phases 4 2 6 Permitted Phases 4 2 Actuated Green, G (s) 7.4 7.4 57.6 57.6 57.6 Effective Green, g (s) 7.4 7.4 57.6 57.6 57.6 Actuated g/C Ratio 0.10 0.10 0.77 0.77 0.77 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 176 155 221 2721 2611 v/s Ratio Prot c0.03 0.17 c0.43 v/s Ratio Perm 0.00 0.34 v/c Ratio 0.30 0.02 0.44 0.22 0.56 Uniform Delay, d1 31.4 30.5 3.0 2.4 3.5 Progression Factor 1.00 1.00 1.00 1.00 1.28 Incremental Delay, d2 0.4 0.0 6.2 0.2 0.3 Delay (s) 31.8 30.5 9.3 2.6 4.8 Level of Service C C A A A Approach Delay (s) 31.3 3.5 4.8 Approach LOS C A A Intersection Summa HCM 2000 Control Delay 5.3 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.53 Actuated Cycle Length (s) 75.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Transpo Group Synchro 11 Report HCM 6th Signalized Intersection Summary S 376th Street Extension 2: Enchanted Pkwy S & 19 Wy S Future (2040) Baseline Weekday PM Peak Hour t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r* tt t Traffic Volume (veh/h) 40 20 90 560 1160 160 Future Volume (veh/h) 40 20 90 560 1160 160 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 0.99 0.99 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1900 1900 1909 1909 1850 1850 Adj Flow Rate, veh/h 53 26 97 602 1289 178 Peak Hour Factor 0.76 0.76 0.93 0.93 0.90 0.90 Percent Heavy Veh, % 0 0 2 2 3 3 Cap,vehlh 97 86 396 2949 2523 346 Arrive On Green 0.05 0.05 0.81 0.81 1.00 1.00 Sat Flow. veh/h 1795 1597 369 3723 3196 426 Grp Volume(v), veh/h 53 26 97 602 726 741 Grp Sat Flow(s),vehlh/In 1795 1597 369 1814 1757 1773 Q Serve(g_s), s 2.2 1.2 5.0 2.8 0.0 0.0 Cycle Q Clear(g_c), s 2.2 1.2 5.0 2.8 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.24 Lane Grp Cap(c), veh/h 97 86 396 2949 1428 1441 V/C Ratio(X) 0.55 0.30 0.25 0.20 0.51 0.51 Avail Cap(c_a), veh/h 550 490 396 2949 1428 1441 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.09 0.09 Uniform Delay (d), s/veh 34.6 34.1 1.8 1.6 0.0 0.0 Incr Delay (d2), s/veh 1.8 0.7 1.5 0.2 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.0 0.5 0.2 0.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.4 34.9 3.3 1.7 0.1 0.1 LnGrp LOS D C A A A A Approach Vol, veh/h 79 699 1467 Approach Delay, s/veh 35.9 1.9 0.1 Approach LOS D A A Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 66.0 9.0 66.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 42.0 23.0 42.0 Max Q Clear Time (g_c+11), s 7.0 4.2 2.0 Green Ext Time (p-c), s 15.3 0.1 34.0 Intersection Summary HCM 6th Ctrl Delay 1.9 HCM 6th LOS A Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 3: 19th Wy S & S 369th St Future (2040) Baseline Weekday PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 15 5 5 5 10 5 45 5 115 75 60 Future Volume (Veh/h) 5 15 5 5 5 10 5 45 5 115 75 60 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 15 5 5 5 10 5 45 5 115 75 60 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1319 pX, platoon unblocked vC, conflicting volume 405 395 105 405 422 48 135 50 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 405 395 105 405 422 48 135 50 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 97 99 99 99 99 100 93 cM capacity (veh/h) 514 500 949 509 483 1022 1449 1557 Direction, Lane # EB 1 WB 1 NB 1 SIB 1 Volume Total 25 20 55 250 Volume Left 5 5 5 115 Volume Right 5 10 5 60 cSH 556 667 1449 1557 Volume to Capacity 0.04 0.03 0.00 0.07 Queue Length 95th (ft) 4 2 0 6 Control Delay (s) 11.8 10.6 0.7 3.8 Lane LOS B B A A Approach Delay (s) 11.8 10.6 0.7 3.8 Approach LOS B B Intersection Summary Average Delay 4.3 Intersection Capacity Utilization 30.6% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 3: 19th Wy S & S 369th St Future (2040) Baseline Weekday PM Peak Hour Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 15 5 5 5 10 5 45 5 115 75 60 Future Vol, veh/h 5 15 5 5 5 10 5 45 5 115 75 60 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 15 5 5 5 10 5 45 5 115 75 60 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 400 395 105 403 423 48 135 0 0 50 0 0 Stage 1 335 335 - 58 58 - - - - - - - Stage 2 65 60 - 345 365 - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 560 542 949 558 522 1021 1449 1557 Stage 1 679 643 - 954 847 - - - Stage 2 946 845 - 671 623 - - - Platoon blocked, % Mov Cap-1 Maneuver 515 496 949 508 478 1021 1449 1557 Mov Cap-2 Maneuver 515 496 - 508 478 - - - Stage 1 676 592 950 844 Stage 2 927 842 599 573 Approach EB WB NB SB HCM Control Delay, s 11.8 10.6 0.7 3.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1449 553 665 1557 HCM Lane V/C Ratio 0.003 0.045 0.03 0.074 HCM Control Delay (s) 7.5 0 11.8 10.6 7.5 0 HCM Lane LOS A A B B A A HCM 95th %tile Q(veh) 0 - 0.1 0.1 0.2 - Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 4: Milton Rd S & S 369 St Future (2040) Baseline Weekday PM Peak Hour t Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 55 15 155 20 5 700 Future Volume (Veh/h) 55 15 155 20 5 700 Sign Control Stop Free Free Grade -2% 1 % 2% Peak Hour Factor 0.83 0.83 0.90 0.90 0.89 0.89 Hourly flow rate (vph) 66 18 172 22 6 787 Pedestrians 10 10 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 992 193 194 vC1, stage 1 conf vol 183 vC2, stage 2 conf vol 809 vCu, unblocked vol 992 193 194 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.3 2.2 p0 queue free % 84 98 100 cM capacity (veh/h) 416 846 1379 Direction, Lane # WB 1 NB 1 SIB 1 Volume Total 84 194 793 Volume Left 66 0 6 Volume Right 18 22 0 cSH 467 1700 1379 Volume to Capacity 0.18 0.11 0.00 Queue Length 95th (ft) 16 0 0 Control Delay (s) 14.4 0.0 0.1 Lane LOS B A Approach Delay (s) 14.4 0.0 0.1 Approach LOS B Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 51.4% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 4: Milton Rd S & S 369 St Future (2040) Baseline Weekday PM Peak Hour Intersection Int Delay, s/veh 1.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 55 15 155 20 5 700 Future Vol, veh/h 55 15 155 20 5 700 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % -2 1 2 Peak Hour Factor 83 83 90 90 89 89 Heavy Vehicles, % 0 0 4 4 2 2 Mvmt Flow 66 18 172 22 6 787 Major/Minor Minorl Majorl Major2 Conflicting Flow All 982 183 0 0 194 0 Stage 1 183 - - - - - Stage 2 799 - - Critical Hdwy 6 6 4.12 Critical Hdwy Stg 1 5 - - Critical Hdwy Stg 2 5 - - Follow-up Hdwy 3.5 3.3 2.218 Pot Cap-1 Maneuver 311 873 1379 Stage 1 871 - - Stage 2 488 - - Platoon blocked, % Mov Cap-1 Maneuver 309 873 1379 Mov Cap-2 Maneuver 309 - - Stage 1 871 Stage 2 484 WB NB SB HCM Control Delay, s 18.1 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 359 1379 HCM Lane V/C Ratio 0.235 0.004 HCM Control Delay (s) 18.1 7.6 0 HCM Lane LOS C A A HCM 95th %tile Q(veh) 0.9 0 - Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 5: Milton Rd S & S 375 St/S 376 St Future (2040) Baseline Weekday PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 30 50 10 20 10 115 115 5 5 640 110 Future Volume (Veh/h) 50 30 50 10 20 10 115 115 5 5 640 110 Sign Control Stop Stop Free Free Grade 2% 2% 2% -1 % Peak Hour Factor 0.82 0.82 0.82 0.56 0.56 0.56 0.89 0.89 0.89 0.96 0.96 0.96 Hourly flow rate (vph) 61 37 61 18 36 18 129 129 6 5 667 115 Pedestrians 10 10 10 10 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1180 1148 744 1224 1202 152 792 145 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1180 1148 744 1224 1202 152 792 145 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 46 77 85 81 76 98 84 100 cM capacity (veh/h) 114 163 406 94 153 882 812 1424 Direction, Lane # EB 1 WB 1 NB 1 SIB 1 Volume Total 159 72 264 787 Volume Left 61 18 129 5 Volume Right 61 18 6 115 cSH 174 161 812 1424 Volume to Capacity 0.91 0.45 0.16 0.00 Queue Length 95th (ft) 171 51 14 0 Control Delay (s) 100.0 44.3 5.9 0.1 Lane LOS F E A A Approach Delay (s) 100.0 44.3 5.9 0.1 Approach LOS F E Intersection Summary Average Delay 16.2 Intersection Capacity Utilization 75.3% ICU Level of Service D Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC 5: Milton Rd S & S 375 St/S 376 St S 376th Street Extension Future (2040) Baseline Weekday PM Peak Hour Intersection Int Delay, s/veh 18.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 30 50 10 20 10 115 115 5 5 640 110 Future Vol, veh/h 50 30 50 10 20 10 115 115 5 5 640 110 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % 2 2 2 -1 Peak Hour Factor 82 82 82 56 56 56 89 89 89 96 96 96 Heavy Vehicles, % 2 2 2 0 0 0 4 4 4 2 2 2 Mvmt Flow 61 37 61 18 36 18 129 129 6 5 667 115 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1152 1128 725 1174 1182 132 782 0 0 135 0 0 Stage 1 735 735 - 390 390 - - - - - - - Stage 2 417 393 - 784 792 - - - Critical Hdwy 7.52 6.92 6.42 7.5 6.9 6.4 4.14 4.12 Critical Hdwy Stg 1 6.52 5.92 - 6.5 5.9 - - - Critical Hdwy Stg 2 6.52 5.92 - 6.5 5.9 - - - Follow-up Hdwy 3.518 4.018 3.318 3.5 4 3.3 2.236 2.218 Pot Cap-1 Maneuver 154 180 408 149 168 916 827 1449 Stage 1 379 392 - 611 585 - - - Stage 2 585 580 - 357 370 - - - Platoon blocked, % Mov Cap-1 Maneuver 106 149 408 90 139 916 827 1449 Mov Cap-2 Maneuver 106 149 - 90 139 - - - Stage 1 315 390 508 486 Stage 2 442 482 274 368 Approach EB WB NB SB HCM Control Delay, s 119.4 49.1 5 0 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 827 163 150 1449 HCM Lane V/C Ratio 0.156 0.973 0.476 0.004 HCM Control Delay (s) 10.2 0 119.4 49.1 7.5 0 HCM Lane LOS B A F E A A HCM 95th %tile Q(veh) 0.6 - 7.4 2.2 0 - Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 6: 19th Way S & S 375th St II Future (2040) Baseline Weekday PM Peak Hour t t Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 5 20 35 5 20 35 Future Volume (Veh/h) 5 20 35 5 20 35 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 20 35 5 20 35 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 112 38 40 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 112 38 40 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 98 99 cM capacity (veh/h) 873 1035 1570 Direction, Lane # WB 1 NB 1 SIB 1 Volume Total 25 40 55 Volume Left 5 0 20 Volume Right 20 5 0 cSH 998 1700 1570 Volume to Capacity 0.03 0.02 0.01 Queue Length 95th (ft) 2 0 1 Control Delay (s) 8.7 0.0 2.7 Lane LOS A A Approach Delay (s) 8.7 0.0 2.7 Approach LOS A Intersection Summary Average Delay 3.1 Intersection Capacity Utilization 19.6% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 6: 19th Way S & S 375th St Future (2040) Baseline Weekday PM Peak Hour Intersection Int Delay, s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 5 20 35 5 20 35 Future Vol, veh/h 5 20 35 5 20 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 20 35 5 20 35 Major/Minor Minorl Majorl Major2 Conflicting Flow All 113 38 0 0 40 0 Stage 1 38 - - - - - Stage 2 75 - - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 884 1034 1570 Stage 1 984 - - Stage 2 948 - - Platoon blocked, % Mov Cap-1 Maneuver 873 1034 1570 Mov Cap-2 Maneuver 873 - - Stage 1 984 Stage 2 936 WB NB SB HCM Control Delay, s 8.7 0 2.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 997 1570 HCM Lane V/C Ratio 0.025 0.013 HCM Control Delay (s) 8.7 7.3 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.1 0 - Transpo Group Synchro 11 Report HCM Signalized Intersection Capacity Analysis 1: Enchanted Pkwy S & Milton Rd S S 376th Street Extension Future (2040) With Extension Weekday PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 4 r t t Traffic Volume (vph) 220 35 55 30 175 250 20 545 25 325 1245 435 Future Volume (vph) 220 35 55 30 175 250 20 545 25 325 1245 435 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 5% 2% 3% -2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.91 1.00 0.85 1.00 0.99 1.00 0.96 Flt Protected 0.95 1.00 0.99 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1712 1627 1849 1558 1743 3442 1770 3368 Flt Permitted 0.95 1.00 0.99 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1712 1627 1849 1558 1743 3442 1770 3368 Peak -hour factor, PHF 0.85 0.85 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.92 0.92 0.92 Adj. Flow (vph) 259 41 65 32 184 263 24 649 30 353 1353 473 RTOR Reduction (vph) 0 39 0 0 0 78 0 2 0 0 20 0 Lane Group Flow (vph) 259 67 0 0 216 185 24 677 0 353 1806 0 Confl. Peds. (#/hr) 6 2 7 1 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 2% 2% 2% 1 % 1 % 1 % 2% 2% 2% 3% 3% 3% Bus Blockages (#/hr) 2 0 2 2 0 2 0 2 0 0 2 0 Turn Type Split NA Split NA pm+ov Prot NA Prot NA Protected Phases 2 2 6 6 7 3 8 7 4 Permitted Phases 6 Actuated Green, G (s) 24.3 24.3 22.2 45.2 6.0 60.5 23.0 77.5 Effective Green, g (s) 24.3 24.3 22.2 45.2 6.0 60.5 23.0 77.5 Actuated g/C Ratio 0.16 0.16 0.15 0.30 0.04 0.40 0.15 0.52 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 277 263 273 469 69 1388 271 1740 v/s Ratio Prot c0.15 0.04 c0.12 0.06 0.01 0.20 c0.20 c0.54 v/s Ratio Perm 0.06 v/c Ratio 0.94 0.25 0.79 0.40 0.35 0.49 1.30 1.04 Uniform Delay, d1 62.1 54.9 61.7 41.6 70.1 33.2 63.5 36.2 Progression Factor 1.00 1.00 1.00 1.00 0.95 1.02 0.87 0.77 Incremental Delay, d2 36.4 0.2 13.5 0.2 1.1 1.2 154.2 29.0 Delay (s) 98.5 55.1 75.2 41.8 68.0 35.2 209.7 56.9 Level of Service F E E D E D F E Approach Delay (s) 85.9 56.8 36.3 81.6 Approach LOS F E D F Intersection Summary HCM 2000 Control Delay 70.3 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 1.04 Actuated Cycle Length (s) 150.0 Sum of lost time (s) 20.0 Intersection Capacity Utilization 95.1% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Transpo Group Synchro 11 Report HCM 6th Signalized Intersection Summary 1: Enchanted Pkwy S & Milton Rd S S 376th Street Extension Future (2040) With Extension Weekday PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� 4 r* t t Traffic Volume (veh/h) 220 35 55 30 175 250 20 545 25 325 1245 435 Future Volume (veh/h) 220 35 55 30 175 250 20 545 25 325 1245 435 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1723 1723 1723 1862 1862 1862 1817 1817 1817 1934 1934 1934 Adj Flow Rate, veh/h 259 41 65 32 184 263 24 649 30 353 1353 473 Peak Hour Factor 0.85 0.85 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 1 1 1 2 2 2 3 3 3 Cap,vehlh 283 102 162 37 213 529 229 1187 55 379 1153 385 Arrive On Green 0.17 0.17 0.17 0.14 0.14 0.14 0.13 0.35 0.35 0.07 0.14 0.14 Sat Flow. veh/h 1641 591 937 274 1574 1537 1731 3359 155 1842 2703 903 Grp Volume(v), veh/h 259 0 106 216 0 263 24 333 346 353 899 927 Grp Sat Flow(s),vehlh/In 1641 0 1528 1848 0 1537 1731 1726 1788 1842 1837 1770 Q Serve(g_s), s 23.3 0.0 9.3 17.2 0.0 0.0 1.8 23.2 23.3 28.6 64.0 64.0 Cycle Q Clear(g_c), s 23.3 0.0 9.3 17.2 0.0 0.0 1.8 23.2 23.3 28.6 64.0 64.0 Prop In Lane 1.00 0.61 0.15 1.00 1.00 0.09 1.00 0.51 Lane Grp Cap(c), veh/h 283 0 264 250 0 529 229 610 632 379 784 755 V/C Ratio(X) 0.91 0.00 0.40 0.87 0.00 0.50 0.10 0.55 0.55 0.93 1.15 1.23 Avail Cap(c_a), veh/h 306 0 285 345 0 609 229 610 632 379 784 755 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.98 0.98 0.98 0.57 0.57 0.57 Uniform Delay (d), s/veh 61.0 0.0 55.4 63.5 0.0 39.2 57.3 38.9 38.9 68.9 64.4 64.5 Incr Delay (d2), s/veh 28.0 0.0 0.4 12.1 0.0 0.3 0.1 3.4 3.3 19.8 75.3 109.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 11.9 0.0 3.6 8.9 0.0 7.6 0.8 10.2 10.6 16.3 48.0 53.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 89.0 0.0 55.8 75.6 0.0 39.5 57.3 42.3 42.2 88.7 139.7 173.7 LnGrp LOS F A E E A D E D D F F F Approach Vol, veh/h 365 479 703 2179 Approach Delay, s/veh 79.3 55.8 42.8 145.9 Approach LOS E E D F Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 30.9 24.8 69.0 25.3 35.8 58.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 28.0 10.0 64.0 28.0 21.0 53.0 Max Q Clear Time (g_c+11), s 25.3 3.8 66.0 19.2 30.6 25.3 Green Ext Time (p-c), s 0.4 0.0 0.0 0.7 0.0 12.5 Intersection Summary HCM 6th Ctrl Delay 108.3 HCM 6th LOS F Transpo Group Synchro 11 Report HCM Signalized Intersection Capacity Analysis S 376th Street Extension 2: Enchanted Pkwy S & 19 Wy S Future (2040) With Extension Weekday PM Peak Hour t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Traffic Volume (vph) 55 35 105 535 1155 175 Future Volume (vph) 55 35 105 535 1155 175 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Grade (%) 0% -1 % 1 % Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.85 1.00 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1791 1580 1778 3543 3395 Flt Permitted 0.95 1.00 0.15 1.00 1.00 Satd. Flow (perm) 1791 1580 276 3543 3395 Peak -hour factor, PHF 0.76 0.76 0.93 0.93 0.90 0.90 Adj. Flow (vph) 72 46 113 575 1283 194 RTOR Reduction (vph) 0 40 0 0 9 0 Lane Group Flow (vph) 72 6 113 575 1468 0 Confl. Peds. (#/hr) 1 2 1 Heavy Vehicles (%) 0% 0% 2% 2% 3% 3% Bus Blockages (#/hr) 2 2 0 2 2 0 Turn Type Prot Perm Perm NA NA Protected Phases 4 2 6 Permitted Phases 4 2 Actuated Green, G (s) 9.0 9.0 56.0 56.0 56.0 Effective Green, g (s) 9.0 9.0 56.0 56.0 56.0 Actuated g/C Ratio 0.12 0.12 0.75 0.75 0.75 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 214 189 206 2645 2534 v/s Ratio Prot c0.04 0.16 c0.43 v/s Ratio Perm 0.00 0.41 v/c Ratio 0.34 0.03 0.55 0.22 0.58 Uniform Delay, d1 30.3 29.1 4.1 2.9 4.2 Progression Factor 1.00 1.00 1.00 1.00 1.26 Incremental Delay, d2 0.3 0.0 10.1 0.2 0.3 Delay (s) 30.6 29.2 14.2 3.1 5.7 Level of Service C C B A A Approach Delay (s) 30.0 4.9 5.7 Approach LOS C A A Intersection Summa HCM 2000 Control Delay 6.7 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.55 Actuated Cycle Length (s) 75.0 Sum of lost time (s) 10.0 Intersection Capacity Utilization 61.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Transpo Group Synchro 11 Report HCM 6th Signalized Intersection Summary S 376th Street Extension 2: Enchanted Pkwy S & 19 Wy S Future (2040) With Extension Weekday PM Peak Hour t Movement EBL EBR NBL NBT SBT SBR Lane Configurations r* tt t Traffic Volume (veh/h) 55 35 105 535 1155 175 Future Volume (veh/h) 55 35 105 535 1155 175 Initial Q (Qb), veh 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 0.99 0.99 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/In 1900 1900 1909 1909 1850 1850 Adj Flow Rate, veh/h 72 46 113 575 1283 194 Peak Hour Factor 0.76 0.76 0.93 0.93 0.90 0.90 Percent Heavy Veh, % 0 0 2 2 3 3 Cap,vehlh 112 100 390 2917 2464 370 Arrive On Green 0.06 0.06 0.80 0.80 1.00 1.00 Sat Flow. veh/h 1795 1597 365 3723 3156 460 Grp Volume(v), veh/h 72 46 113 575 732 745 Grp Sat Flow(s),vehlh/In 1795 1597 365 1814 1757 1766 Q Serve(g_s), s 2.9 2.1 6.6 2.8 0.0 0.0 Cycle Q Clear(g_c), s 2.9 2.1 6.6 2.8 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.26 Lane Grp Cap(c), veh/h 112 100 390 2917 1413 1421 V/C Ratio(X) 0.64 0.46 0.29 0.20 0.52 0.52 Avail Cap(c_a), veh/h 550 490 390 2917 1413 1421 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.09 0.09 Uniform Delay (d), s/veh 34.3 33.9 2.1 1.7 0.0 0.0 Incr Delay (d2), s/veh 2.3 1.2 1.9 0.2 0.1 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 1.3 0.8 0.3 0.2 0.0 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 36.6 35.2 4.0 1.9 0.1 0.1 LnGrp LOS D D A A A A Approach Vol, veh/h 118 688 1477 Approach Delay, s/veh 36.0 2.2 0.1 Approach LOS D A A Timer - Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 65.3 9.7 65.3 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 42.0 23.0 42.0 Max Q Clear Time (g_c+11), s 8.6 4.9 2.0 Green Ext Time (p-c), s 14.7 0.2 34.1 Intersection Summary HCM 6th Ctrl Delay 2.6 HCM 6th LOS A Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 3: 19th Wy S & S 369th St Future (2040) With Extension Weekday PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 5 5 10 5 5 15 5 70 20 120 130 30 Future Volume (Veh/h) 5 5 10 5 5 15 5 70 20 120 130 30 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 5 5 10 5 5 15 5 70 20 120 130 30 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 1319 pX, platoon unblocked vC, conflicting volume 492 485 145 488 490 80 160 90 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 492 485 145 488 490 80 160 90 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 99 99 99 99 99 98 100 92 cM capacity (veh/h) 445 442 902 450 439 980 1419 1505 Direction, Lane # EB 1 WB 1 NB 1 SIB 1 Volume Total 20 25 95 280 Volume Left 5 5 5 120 Volume Right 10 15 20 30 cSH 595 662 1419 1505 Volume to Capacity 0.03 0.04 0.00 0.08 Queue Length 95th (ft) 3 3 0 6 Control Delay (s) 11.3 10.7 0.4 3.6 Lane LOS B B A A Approach Delay (s) 11.3 10.7 0.4 3.6 Approach LOS B B Intersection Summary Average Delay 3.7 Intersection Capacity Utilization 32.0% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 3: 19th Wy S & S 369th St Future (2040) With Extension Weekday PM Peak Hour Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 5 10 5 5 15 5 70 20 120 130 30 Future Vol, veh/h 5 5 10 5 5 15 5 70 20 120 130 30 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % 0 0 0 0 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 5 10 5 5 15 5 70 20 120 130 30 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 485 485 145 483 490 80 160 0 0 90 0 0 Stage 1 385 385 - 90 90 - - - - - - - Stage 2 100 100 - 393 400 - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 4.12 Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 2.218 Pot Cap-1 Maneuver 492 482 902 494 479 980 1419 1505 Stage 1 638 611 - 917 820 - - - Stage 2 906 812 - 632 602 - - - Platoon blocked, % Mov Cap-1 Maneuver 447 438 902 451 435 980 1419 1505 Mov Cap-2 Maneuver 447 438 - 451 435 - - - Stage 1 635 557 913 817 Stage 2 883 809 565 549 Approach EB WB NB SB HCM Control Delay, s 11.3 10.7 0.4 3.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 1419 594 660 1505 HCM Lane V/C Ratio 0.004 0.034 0.038 0.08 HCM Control Delay (s) 7.5 0 11.3 10.7 7.6 0 HCM Lane LOS A A B B A A HCM 95th %tile Q(veh) 0 - 0.1 0.1 0.3 - Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 4: Milton Rd S & S 369 St Future (2040) With Extension Weekday PM Peak Hour t Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 25 15 155 15 5 715 Future Volume (Veh/h) 25 15 155 15 5 715 Sign Control Stop Free Free Grade -2% 1 % 2% Peak Hour Factor 0.83 0.83 0.90 0.90 0.89 0.89 Hourly flow rate (vph) 30 18 172 17 6 803 Pedestrians 10 10 Lane Width (ft) 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 Percent Blockage 1 1 Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1006 190 189 vC1, stage 1 conf vol 180 vC2, stage 2 conf vol 825 vCu, unblocked vol 1006 190 189 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) 5.4 tF (s) 3.5 3.3 2.2 p0 queue free % 93 98 100 cM capacity (veh/h) 409 848 1385 Direction, Lane # WB 1 NB 1 SIB 1 Volume Total 48 189 809 Volume Left 30 0 6 Volume Right 18 17 0 cSH 508 1700 1385 Volume to Capacity 0.09 0.11 0.00 Queue Length 95th (ft) 8 0 0 Control Delay (s) 12.8 0.0 0.1 Lane LOS B A Approach Delay (s) 12.8 0.0 0.1 Approach LOS B Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 51.6% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 4: Milton Rd S & S 369 St Future (2040) With Extension Weekday PM Peak Hour Intersection Int Delay, s/veh 0.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 15 155 15 5 715 Future Vol, veh/h 25 15 155 15 5 715 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % -2 1 2 Peak Hour Factor 83 83 90 90 89 89 Heavy Vehicles, % 0 0 4 4 2 2 Mvmt Flow 30 18 172 17 6 803 Major/Minor Minorl Majorl Major2 Conflicting Flow All 996 181 0 0 189 0 Stage 1 181 - - - - - Stage 2 815 - - Critical Hdwy 6 6 4.12 Critical Hdwy Stg 1 5 - - Critical Hdwy Stg 2 5 - - Follow-up Hdwy 3.5 3.3 2.218 Pot Cap-1 Maneuver 305 876 1385 Stage 1 872 - - Stage 2 480 - - Platoon blocked, % Mov Cap-1 Maneuver 303 876 1385 Mov Cap-2 Maneuver 303 - - Stage 1 872 Stage 2 476 WB NB SB HCM Control Delay, s 15.2 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 401 1385 HCM Lane V/C Ratio 0.12 0.004 HCM Control Delay (s) 15.2 7.6 0 HCM Lane LOS C A A HCM 95th %tile Q(veh) 0.4 0 - Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 5: Milton Rd S & S 375 St/S 376 St Future (2040) With Extension Weekday PM Peak Hour -11 --1. 4--- t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 65 30 50 60 10 115 115 20 5 620 115 Future Volume (Veh/h) 45 65 30 50 60 10 115 115 20 5 620 115 Sign Control Stop Stop Free Free Grade 2% 2% 2% -1 % Peak Hour Factor 0.82 0.82 0.82 0.56 0.56 0.56 0.89 0.89 0.89 0.96 0.96 0.96 Hourly flow rate (vph) 55 79 37 89 107 18 129 129 22 5 646 120 Pedestrians 10 10 10 10 Lane Width (ft) 12.0 12.0 12.0 12.0 Walking Speed (ft/s) 3.5 3.5 3.5 3.5 Percent Blockage 1 1 1 1 Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1206 1145 726 1210 1194 160 776 161 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1206 1145 726 1210 1194 160 776 161 tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC, 2 stage (s) tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 9 52 91 0 31 98 84 100 cM capacity (veh/h) 60 164 416 78 155 873 823 1405 Direction, Lane # EB 1 WB 1 NB 1 SIB 1 Volume Total 171 214 280 771 Volume Left 55 89 129 5 Volume Right 37 18 22 120 cSH 115 116 823 1405 Volume to Capacity 1.48 1.85 0.16 0.00 Queue Length 95th (ft) 305 425 14 0 Control Delay (s) 326.1 476.1 5.6 0.1 Lane LOS F F A A Approach Delay (s) 326.1 476.1 5.6 0.1 Approach LOS F F Intersection Summary Average Delay 110.9 Intersection Capacity Utilization 73.1% ICU Level of Service D Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC 5: Milton Rd S & S 375 St/S 376 St S 376th Street Extension Future (2040) With Extension Weekday PM Peak Hour Intersection Int Delay, s/veh 142.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 45 65 30 50 60 10 115 115 20 5 620 115 Future Vol, veh/h 45 65 30 50 60 10 115 115 20 5 620 115 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized None None None None Storage Length Veh in Median Storage, # 0 0 0 0 Grade, % 2 2 2 -1 Peak Hour Factor 82 82 82 56 56 56 89 89 89 96 96 96 Heavy Vehicles, % 2 2 2 0 0 0 4 4 4 2 2 2 Mvmt Flow 55 79 37 89 107 18 129 129 22 5 646 120 Major/Minor Minor2 Minorl Majorl Major2 Conflicting Flow All 1177 1125 706 1172 1174 140 766 0 0 151 0 0 Stage 1 716 716 - 398 398 - - - - - - - Stage 2 461 409 - 774 776 - - - Critical Hdwy 7.52 6.92 6.42 7.5 6.9 6.4 4.14 4.12 Critical Hdwy Stg 1 6.52 5.92 - 6.5 5.9 - - - Critical Hdwy Stg 2 6.52 5.92 - 6.5 5.9 - - - Follow-up Hdwy 3.518 4.018 3.318 3.5 4 3.3 2.236 2.218 Pot Cap-1 Maneuver 147 181 419 150 170 906 838 1430 Stage 1 389 401 - 605 580 - - - Stage 2 552 570 - 362 377 - - - Platoon blocked, % Mov Cap-1 Maneuver — 47 150 419 — 70 140 906 838 1430 Mov Cap-2 Maneuver — 47 150 - — 70 140 - - - Stage 1 323 399 503 482 Stage 2 350 474 263 375 Approach EB WB NB SB HCM Control Delay, s $ 464 $ 576.6 4.6 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLnlWBLnl SBL SBT SBR Capacity (veh/h) 838 96 104 1430 HCM Lane V/C Ratio 0.154 1.778 2.06 0.004 HCM Control Delay (s) 10.1 0 $ 464$ 576.E 7.5 0 HCM Lane LOS B A F F A A HCM 95th %tile Q(veh) 0.5 13.9 18.2 0 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Transpo Group Synchro 11 Report HCM Unsignalized Intersection Capacity Analysis S 376th Street Extension 6: 19th Way S & S 375th St II Future (2040) With Extension Weekday PM Peak Hour t t Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 35 20 65 15 20 115 Future Volume (Veh/h) 35 20 65 15 20 115 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 35 20 65 15 20 115 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 228 72 80 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 228 72 80 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 95 98 99 cM capacity (veh/h) 751 990 1518 Direction, Lane # WB 1 NB 1 SIB 1 Volume Total 55 80 135 Volume Left 35 0 20 Volume Right 20 15 0 cSH 823 1700 1518 Volume to Capacity 0.07 0.05 0.01 Queue Length 95th (ft) 5 0 1 Control Delay (s) 9.7 0.0 1.2 Lane LOS A A Approach Delay (s) 9.7 0.0 1.2 Approach LOS A Intersection Summary Average Delay 2.6 Intersection Capacity Utilization 23.8% ICU Level of Service A Analysis Period (min) 15 Transpo Group Synchro 11 Report HCM 6th TWSC S 376th Street Extension 6: 19th Way S & S 375th St Future (2040) With Extension Weekday PM Peak Hour Intersection Int Delay, s/veh 2.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 35 20 65 15 20 115 Future Vol, veh/h 35 20 65 15 20 115 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 35 20 65 15 20 115 Major/Minor Minorl Majorl Major2 Conflicting Flow All 228 73 0 0 80 0 Stage 1 73 - - - - - Stage 2 155 - - Critical Hdwy 6.42 6.22 4.12 Critical Hdwy Stg 1 5.42 - - Critical Hdwy Stg 2 5.42 - - Follow-up Hdwy 3.518 3.318 2.218 Pot Cap-1 Maneuver 760 989 1518 Stage 1 950 - - Stage 2 873 - - Platoon blocked, % Mov Cap-1 Maneuver 749 989 1518 Mov Cap-2 Maneuver 749 - - Stage 1 950 Stage 2 861 WB NB SB HCM Control Delay, s 9.7 0 1.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 821 1518 HCM Lane V/C Ratio 0.067 0.013 HCM Control Delay (s) 9.7 7.4 0 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.2 0 - Transpo Group Synchro 11 Report LANE LEVEL OF SERVICE Lane Level of Service Site: 101 [Future 2040 - Baseline (Site Folder: General)] Milton Rd S & S 376th St - Weekday PM Peak Hour Site Category: (None) Roundabout Approaches IIntersection South East North West LOS A A B B A t Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. Intersection and Approach LOS values are based on average delay for all lanes (v/c not used). Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 1 Copyright © 2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: THE TRANSPO GROUP I Licence: NETWORK / 1 PC I Processed: Friday, April 22, 2022 12:16:31 PM Project: MM 8\1.18389.00 - Federal Way On -Call Traffic Services\Task 11 - 376th Extension\Traffic Analysis\Traffic Operations\Milton & 376th - Mini RAB Future PM.sip9 MOVEMENT SUMMARY Site: 101 [Future 2040 - Baseline (Site Folder: General)] Milton Rd S & S 376th St - Weekday PM Peak Hour Site Category: (None) Roundabout South: Milton Rd S 3 L2 115 2.0 125 2.0 0.249 8.7 LOS A 1.4 36.6 0.31 0.60 0.31 34.0 8 T1 115 2.0 125 2.0 0.249 5.7 LOS A 1.4 36.6 0.31 0.60 0.31 34.3 18 R2 5 2.0 5 2.0 0.249 5.9 LOS A 1.4 36.6 0.31 0.60 0.31 33.7 Approach 235 2.0 255 2.0 0.249 7.2 LOS A 1.4 36.6 0.31 0.60 0.31 34.1 East: S 376th St 1 L2 10 2.0 11 2.0 0.050 9.8 LOS A 0.2 5.6 0.43 0.62 0.43 34.0 6 T1 20 2.0 22 2.0 0.050 6.7 LOS A 0.2 5.6 0.43 0.62 0.43 34.3 16 R2 10 2.0 11 2.0 0.050 7.0 LOS A 0.2 5.6 0.43 0.62 0.43 33.7 Approach 40 2.0 43 2.0 0.050 7.6 LOS A 0.2 5.6 0.43 0.62 0.43 34.1 North: Milton Rd S 7 L2 5 2.0 5 2.0 0.837 13.6 LOS B 13.5 342.6 0.87 0.75 0.99 32.5 4 T1 640 2.0 696 2.0 0.837 10.6 LOS B 13.5 342.6 0.87 0.75 0.99 32.8 14 R2 110 2.0 120 2.0 0.837 10.8 LOS B 13.5 342.6 0.87 0.75 0.99 32.3 Approach 755 2.0 821 2.0 0.837 10.6 LOS B 13.5 342.6 0.87 0.75 0.99 32.7 West: S 376th St 5 L2 50 2.0 54 2.0 0.274 13.5 LOS B 1.7 42.3 0.80 0.90 0.80 32.0 2 T1 30 2.0 33 2.0 0.274 10.5 LOS B 1.7 42.3 0.80 0.90 0.80 32.3 12 R2 50 2.0 54 2.0 0.274 10.7 LOS B 1.7 42.3 0.80 0.90 0.80 31.8 Approach 130 2.0 141 2.0 0.274 11.7 LOS B 1.7 42.3 0.80 0.90 0.80 32.0 All Vehicles 1160 2.0 1261 2.0 0.837 9.9 LOS A 13.5 342.6 0.74 0.73 0.82 33.0 Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. Intersection and Approach LOS values are based on average delay for all movements (v/c not used). Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap -Acceptance Capacity: SIDRA Standard (Akcelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 1 Copyright © 2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: THE TRANSPO GROUP I Licence: NETWORK / 1 PC I Processed: Friday, April 22, 2022 12:16:31 PM Project: M:\18\1.18389.00 - Federal Way On -Call Traffic Services\Task 11 - 376th Extension\Traffic Analysis\Traffic Operations\Milton & 376th - Mini RAB Future PM.sip9 MOVEMENT SUMMARY Site: 101 [Future 2040 -With Extension (Site Folder: Gene Milton Rd S & S 376th St - Weekday PM Peak Hour Site Category: (None) Roundabout South: Milton Rd S 3 L2 115 2.0 125 2.0 0.274 9.0 LOS A 1.6 41.2 0.38 0.61 0.38 33.9 8 T1 115 2.0 125 2.0 0.274 6.0 LOS A 1.6 41.2 0.38 0.61 0.38 34.2 18 R2 20 2.0 22 2.0 0.274 6.2 LOS A 1.6 41.2 0.38 0.61 0.38 33.7 Approach 250 2.0 272 2.0 0.274 7.4 LOS A 1.6 41.2 0.38 0.61 0.38 34.0 East: S 376th St 1 L2 50 2.0 54 2.0 0.151 9.9 LOS A 0.7 18.2 0.46 0.67 0.46 33.7 6 T1 60 2.0 65 2.0 0.151 6.9 LOS A 0.7 18.2 0.46 0.67 0.46 34.0 16 R2 10 2.0 11 2.0 0.151 7.1 LOS A 0.7 18.2 0.46 0.67 0.46 33.4 Approach 120 2.0 130 2.0 0.151 8.2 LOS A 0.7 18.2 0.46 0.67 0.46 33.8 North: Milton Rd S 7 L2 5 2.0 5 2.0 0.884 18.8 LOS D 16.9 429.2 1.00 1.00 1.38 30.2 4 T1 620 2.0 674 2.0 0.884 15.8 LOS D 16.9 429.2 1.00 1.00 1.38 30.4 14 R2 115 2.0 125 2.0 0.884 16.0 LOS D 16.9 429.2 1.00 1.00 1.38 30.0 Approach 740 2.0 804 2.0 0.884 15.8 LOS C 16.9 429.2 1.00 1.00 1.38 30.4 West: S 376th St 5 L2 45 2.0 49 2.0 0.310 13.8 LOS B 1.9 49.5 0.83 0.92 0.83 32.0 2 T1 65 2.0 71 2.0 0.310 10.8 LOS B 1.9 49.5 0.83 0.92 0.83 32.3 12 R2 30 2.0 33 2.0 0.310 11.0 LOS B 1.9 49.5 0.83 0.92 0.83 31.8 Approach 140 2.0 152 2.0 0.310 11.8 LOS B 1.9 49.5 0.83 0.92 0.83 32.1 All Vehicles 1250 2.0 1359 2.0 0.884 13.0 LOS B 16.9 429.2 0.80 0.88 1.03 31.5 Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Vehicle movement LOS values are based on average delay and v/c ratio (degree of saturation) per movement. Intersection and Approach LOS values are based on average delay for all movements (v/c not used). Roundabout Capacity Model: SIDRA Standard. Delay Model: SIDRA Standard (Geometric Delay is included). Queue Model: HCM Queue Formula. Gap -Acceptance Capacity: SIDRA Standard (Akcelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. SIDRA INTERSECTION 9.0 1 Copyright © 2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: THE TRANSPO GROUP I Licence: NETWORK / 1 PC I Processed: Friday, April 22, 2022 12:17:57 PM Project: M:\18\1.18389.00 - Federal Way On -Call Traffic Services\Task 11 - 376th Extension\Traffic Analysis\Traffic Operations\Milton & 376th - Mini RAB Future PM.sip9 LANE LEVEL OF SERVICE Lane Level of Service Site: 101 [Future 2040 -With Extension (Site Folder: General)] Milton Rd S & S 376th St - Weekday PM Peak Hour Site Category: (None) Roundabout Approaches IIntersection South East North West LOS A A C B B t Site Level of Service (LOS) Method: Delay & Degree of Saturation (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). Roundabout LOS Method: Same as Sign Control. Lane LOS values are based on average delay and v/c ratio (degree of saturation) per lane. Intersection and Approach LOS values are based on average delay for all lanes (v/c not used). Delay Model: SIDRA Standard (Geometric Delay is included). SIDRA INTERSECTION 9.0 1 Copyright © 2000-2020 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: THE TRANSPO GROUP I Licence: NETWORK / 1 PC I Processed: Friday, April 22, 2022 12:17:57 PM Project: MM 8\1.18389.00 - Federal Way On -Call Traffic Services\Task 11 - 376th Extension\Traffic Analysis\Traffic Operations\Milton & 376th - Mini RAB Future PM.sip9 HCM Signalized Intersection Capacity Analysis 1: Enchanted Pkwy S & Milton Rd S S 376th Street Extension Future (2040) With Extension Weekday PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� + r t t Traffic Volume (vph) 220 35 55 30 175 250 20 545 25 325 1245 435 Future Volume (vph) 220 35 55 30 175 250 20 545 25 325 1245 435 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 5% 2% 3% -2% Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 0.99 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.91 1.00 1.00 0.85 1.00 0.99 1.00 0.96 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1712 1629 1755 1862 1559 1743 3443 1770 3369 Flt Permitted 0.54 1.00 0.68 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 964 1629 1249 1862 1559 1743 3443 1770 3369 Peak -hour factor, PHF 0.85 0.85 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.92 0.92 0.92 Adj. Flow (vph) 259 41 65 32 184 263 24 649 30 353 1353 473 RTOR Reduction (vph) 0 47 0 0 0 32 0 3 0 0 26 0 Lane Group Flow (vph) 259 59 0 32 184 231 24 676 0 353 1800 0 Confl. Peds. (#/hr) 6 2 7 1 Confl. Bikes (#/hr) 1 Heavy Vehicles (%) 2% 2% 2% 1 % 1 % 1 % 2% 2% 2% 3% 3% 3% Bus Blockages (#/hr) 2 0 2 2 0 2 0 2 0 0 2 0 Turn Type Perm NA Perm NA pm+ov Prot NA Prot NA Protected Phases 2 6 7 3 8 7 4 Permitted Phases 2 6 6 Actuated Green, G (s) 31.0 31.0 31.0 31.0 62.4 4.6 42.6 31.4 69.4 Effective Green, g (s) 31.0 31.0 31.0 31.0 62.4 4.6 42.6 31.4 69.4 Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.52 0.04 0.36 0.26 0.58 Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Lane Grp Cap (vph) 249 420 322 481 875 66 1222 463 1948 v/s Ratio Prot 0.04 0.10 0.07 0.01 0.20 c0.20 c0.53 v/s Ratio Perm c0.27 0.03 0.08 v/c Ratio 1.04 0.14 0.10 0.38 0.26 0.36 0.55 0.76 0.92 Uniform Delay, d1 44.5 34.2 33.9 36.6 16.0 56.3 31.1 40.9 22.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 67.9 0.1 0.0 0.2 0.1 1.2 1.8 6.6 8.9 Delay (s) 112.4 34.3 33.9 36.8 16.1 57.5 32.9 47.4 31.8 Level of Service F C C D B E C D C Approach Delay (s) 89.7 25.2 33.7 34.3 Approach LOS F C C C Intersection Summary HCM 2000 Control Delay 38.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.97 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 15.0 Intersection Capacity Utilization 91.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group Transpo Group Synchro 11 Report HCM 6th Signalized Intersection Summary 1: Enchanted Pkwy S & Milton Rd S S 376th Street Extension Future (2040) With Extension Weekday PM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� + r* t t Traffic Volume (veh/h) 220 35 55 30 175 250 20 545 25 325 1245 435 Future Volume (veh/h) 220 35 55 30 175 250 20 545 25 325 1245 435 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.99 0.99 0.98 1.00 0.99 1.00 1.00 Parking Bus, Adj 1.00 1.00 0.99 1.00 1.00 0.99 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/In 1723 1723 1723 1862 1862 1862 1817 1817 1817 1934 1934 1934 Adj Flow Rate, veh/h 259 41 65 32 184 263 24 649 30 353 1353 473 Peak Hour Factor 0.85 0.85 0.85 0.95 0.95 0.95 0.84 0.84 0.84 0.92 0.92 0.92 Percent Heavy Veh, % 2 2 2 1 1 1 2 2 2 3 3 3 Cap,vehlh 214 153 243 319 481 868 144 1064 49 552 1442 482 Arrive On Green 0.26 0.26 0.25 0.26 0.26 0.26 0.08 0.32 0.31 0.30 0.53 0.52 Sat Flow. veh/h 868 593 940 1275 1862 1541 1731 3359 155 1842 2704 903 Grp Volume(v), veh/h 259 0 106 32 184 263 24 333 346 353 899 927 Grp Sat Flow(s),vehlh/In 868 0 1532 1275 1862 1541 1731 1726 1787 1842 1837 1770 Q Serve(g_s), s 21.2 0.0 6.7 2.5 9.8 0.0 1.5 19.6 19.7 19.9 53.7 61.6 Cycle Q Clear(g_c), s 31.0 0.0 6.7 9.1 9.8 0.0 1.5 19.6 19.7 19.9 53.7 61.6 Prop In Lane 1.00 0.61 1.00 1.00 1.00 0.09 1.00 0.51 Lane Grp Cap(c), veh/h 214 0 396 319 481 868 144 547 566 552 980 944 V/C Ratio(X) 1.21 0.00 0.27 0.10 0.38 0.30 0.17 0.61 0.61 0.64 0.92 0.98 Avail Cap(c_a), veh/h 214 0 396 319 481 868 144 547 566 552 980 944 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.98 0.98 0.98 0.57 0.57 0.57 Uniform Delay (d), s/veh 52.4 0.0 35.7 39.1 36.6 14.1 51.1 34.7 34.8 36.4 25.6 27.7 Incr Delay (d2), s/veh 130.8 0.0 0.1 0.1 0.2 0.1 0.2 4.9 4.8 1.1 9.3 18.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/In 14.3 0.0 2.5 0.8 4.4 3.5 0.7 8.7 9.0 8.9 24.0 28.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 183.1 0.0 35.8 39.2 36.8 14.1 51.3 39.6 39.5 37.5 34.9 45.9 LnGrp LOS F A D D D B D D D D C D Approach Vol, veh/h 365 479 703 2179 Approach Delay, s/veh 140.4 24.5 40.0 40.0 Approach LOS F C D D Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 36.0 15.0 69.0 36.0 41.0 43.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 31.0 10.0 64.0 31.0 36.0 38.0 Max Q Clear Time (g_c+11), s 33.0 3.5 63.6 11.8 21.9 21.7 Green Ext Time (p-c), s 0.0 0.0 0.4 0.8 0.6 8.9 Intersection Summary HCM 6th Ctrl Delay 47.8 HCM 6th LOS D Transpo Group Synchro 11 Report Attachment D: Network Analysis Figures 23 I F .�� S 349TH S1! ,�'• S351ST ST G '� 'n 353RD ST / S 35a SST S353RD PL / S 354TH LN / ' S 355TH PL S 3551'' ST / S 357TH ST / S 356TH P\- N �y N 9G �W Q �Z r h S 352ND ST h 2 v I � NI J 1 i i �+ S 359TH ST �3 i a z S 360TH S i y " z i y S36, x F- 0 m W ¢ 2 F- v S 365TH PV y S 366TH PL x r S 368TH ST S 370TH ST S 370TH PL �+ S371STST x - r- 5 371 ST PL S 372ND PL 2 F- N S 374TH PL w S 366TH ST z S 367TH PL S`?6 8TN p( S36 9Th w ¢ I 4ST S 374T 1 LEGEND Driving Distance - 35 mph ` 3.75 min C South King Fire & Rescue Station 61 End Location Shortest Route Before 376th St Addition ;= City Limits Water Bodies Park or Open Space `Emergency Response to Location 1 Before Addition Federal Way On -Call - 376th Extension c transpogroup Ajr FIGURE i".A ♦� S 351ST ST G M r1 I S � 353RD ST S 35a ST S353RD PL S 354TH LN S 355TH PL S 3551'' ST ' S 357TH ST S 356TH PL vi 9G I a m ti i �+ S 359TH ST �3 z S 360TH S i N " Z V1 S 362ND ST i x F- 0 m W Q 2 F- nv'i S 365TH PV y w w w S 366TH PL x a F o z M S 368TH ST i S 3707H ST ♦ 370TH PL 0 N 371 ST ST x I _S 5 371 ST PL S 372ND PL I �� S 374TH PL I � --S376TH 1 LEGEND S 366TH ST S 367TH PL S36 8TN p( S36 9Th w Q IN M F S 374TH ST M u Driving Distance - 35 mph ` 3.75 min South King Fire & Rescue Station 61 O End Location Shortest Route °After 376th St Addition ;= City Limits Water Bodies Park or Open Space `Emergency Response to Location 1 After Addition Federal Way On -Call - 376th Extension r/ transpogroup FIGURE w M /o tH ST S 3y$ N I W a N I W N S 359TH ST Q i m 1 N Q ° Z PL 1 - P Q /nI O V Q 370TH ST S 37 TH PL S 3VIST ST I S 371ST PL *M. MTH ST _ mauls J NN 9 fTHP STH ST CT NE JOH IZ �•• � I 1 � •' S 3I80TH PL S 380TIH ST ° Z . m ' LEGEND ; Driving Distance - 25 mph i i i� 1 min D I �. 2 min J= BIRCH ST 3 min m O End Location COMET Si Q O Start Location a a Q y Q W Shortest Route w a FIRST' M Before 376th St Addition r- -w w Q x Q GARY S7 City Limits F )RTERWAY HEMLO KST HEMLOCk Water Bodies MILE IRIS ST Park or Open Space P1 0. 0.5 KENT ST JUNIPER ST `Driving - Location 1 to Location 2 Before Addition FIGURE Federal Way On -Call - 376th Extension 2A transpogroup ,Ur or w w Q G 2 PL 364TH O Q ST a' 0 — �S 376TH ST Im milli 0 . 0 ,1 S 3 7TF N N a Z t S 366TH PL S 3G7TH W 7AST PL STH ST CT NE 9T,{ ST a'sT'Y S3T ON JOH ! 'Z i j �'• S80TH PL S 380TIH ST ' LEGEND i� i Driving Distance - 25 mph i i� 1 min � 2 min �. J= BIRCH ST 3 min m O End Location COMET Si w O Start Location Shortest Route ~ y Q W w a FIRST' M °After 376th St Addition r- -w x Q w Q City Limits GARY S7 F )RTERWAY HEMLO KST HEMLOCk Water Bodies MILE IRISST Park or Open Space 0.fi 0.5 JUNIPER ST KENT ST `Driving - Location 1 to Location 2 After Addition FIGURE Federal Way On -Call - 376th Extension 2 B transpo�roupt% � v S 373RD ST S 364TH ST O i N J a Me 2-2.4 min Location. C, I I I I N O� I S 37 TH PL ! � S3TgTN ST I � i i380TH PL S OTH ST L.. LEGEND Walking Distance - 3.1 mph 5 min 10 min 15 min O End Location O Start Location Shortest Route Before 376th St Addition City Limits Water Bodies Park or Open Space `Walking - Location 1 to Location 2 Before Addition FIGURE Federal Way On -Call - 376th Extension 3A transpogior�p ,U� C S 373RD ST S 364TH ST N J Q �a i LEGEND Walking Distance - 3.1 mph i• 5 min i• ;• �� 10 min ••— 15 min O End Location BIRCH ST w O Start Location COMET ST = Shortest Route °After 376th St Addition x r� �z ,r EMERALD ST " Q �7•� • City Limits ~ U F w Q FIR Water Bodies j ST � j x ¢ a � ti v MILE N Park or Open Space 0 0.25 ORY sT `Walking - Location 1 to Location 2 After Addition FIGURE Federal Way On -Call - 376th Extension B transporo�p Nr COUNCIL MEETING DATE: N/A ITEM #: J CITY OF FEDERAL WAY CITY COUNCIL AGENDA BILL SUBJECT: PROGRESS UPDATE ON SOUND TRANSIT PROJECTS IN FEDERAL WAY POLICY QUESTION: None. COMMITTEE: Lane Use and Transportation Committee MEETING DATE: April 3, 2023 CATEGORY: ❑ Consent ❑ Ordinance ❑ Public Hearing ❑ City Council Business ❑ Resolution Other �i ® STAFF REPORT BY: Kent Smith P.E., Sound Transit Liaison /1 � DEPT: Public Works Attachments: 1. Staff Report Options Considered: N/A MAYOR'S RECOMMENDATION: N/A MAYOR APPROVAL: AS N/A DIRECTOR APPROVAL: _%,f'y` C mmii Council Initial/Date twl.+ se Initial/Date COMMITTEE RECOMMENDATION: N/A Jack Dove, Committee Chair Jack Walsh, Committee Member Hoang Tran, Committee Member PROPOSED COUNCIL MOTION: N/A (BELOW TO BE COMPLETED BYCITYCLERK'S OFFICE) COUNCIL ACTION: ❑ APPROVED COUNCIL BILL # ❑ DENIED First reading ❑ TABLED/DEFERRED/NO ACTION Enactment reading ❑ MOVED TO SECOND READING (ordinances only) ORDINANCE # REVISED— 1/2022 RESOLUTION # CITY OF FEDERAL WAY MEMORANDUM DATE: April 3, 2023 TO: Land Use & Transportation Committee VIA: Jim Ferrell, Mayor FROM: EJ Walsh, P.E., Public Works Director Kent Smith P.E., Sound Transit LiaisonAzy SUBJECT: Progress Update on Sound Transit Projects in Federal Way Financial Impacts: None. Background Information: Staff will present the monthly progress update on the Sound Transit projects in the City of Federal Way. Updates for this month include: Federal Way Link Extension: • New electrical connections, communication equipment, and water connections across 23`d Ave S near S 3171h St are ongoing. • Steelwork and associated support systems for the Federal Way Station is ongoing. • Landscaping, stormwater installation, noise wall construction, systems ductwork, and MSE wall construction is ongoing along the corridor. • Rail delivery and installation has begun in a few locations along the corridor. • Prep work to construct the new concrete road for 23`d Ave S and S 317th St is ongoing. • Concrete work for the new garage extension is ongoing with deck and column pours. • Work continues to construct traction power substations with foundation work. OMF South: • No updates since last LUTC meeting. Tacoma Dome Link Extension: No updates since the last LUTC meeting. Rev 6/2020